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Project #
2484 Natomas Park Drive Suite 100 Sacramento CA 95833916 443 0335 lpasdesign.com Architecture + Design
LOS MEDANOSCOLLEGE2700 E LELAND ROAD, PITTSBURG, CA 94565
985-0007
01.22.2016
MODULAR BID PACKAGE
L-4001 CAMPUS SAFETY CENTER
NOTE: RENDERING ABOVE REPRESENTS MODULAR AND SITE BUILT COMPONENTS. SITEBUILT COMPONENTS ARE NOT PART OF THIS CONTRACT AND ARE SHOWN FORREFERENCE ONLY TO GIVE BIDDING PARTIES AN IMAGE OF HOW THEIR CONSTRUCTIONWILL BE INTEGRATED INTO THE OVERALL CONSTRUCTION.
EARTH
POROUS FILL
CONCRETE
CAST STONE
CONCRETE BLOCK
BRICK
METAL
CONTINUOUS WOOD
SHIM OR NON-CONT. WOOD BLKING
FINISH WOOD
PLYWOOD
GYPSUM WALLBOARD
STONE
RIGID INSULATION
BATT INSULATION
ACOUSTIC TILE
PLASTER ON METAL LATH
PAVING
TILE
GLASS
EXPANSION MATERIAL
SEALANT W/ BACK-UP MATERIAL
CARPET
12
D
N
OFFICE155
1
ALIGN FINISH SURFACES
SECTIONSECTION IDENTIFICATIONSHEET WHERESECTION IS DRAWN
KEYNOTE
WINDOW TYPE
DOOR NUMBER
ROOM NAMEAND NUMBER
NORTH ARROW
FLOW LINE
HIDDEN LINE
NEW CONTOUR
EXISTING CONTOUR
CENTERLINE
PROPERTY LINE
PROJECTED LINE
BREAK LINE
MATCH LINE
CONTRACT LIMIT LINE
ELEVATION MARKOR DATUM POINT
WALL TYPE
REVISION MARK
GRID LINES
DETAILDETAIL IDENTIFICATIONSHEET WHEREDETAIL IS DRAWN
INTERIOR ELEVATIONELEVATION IDENTIFICATIONSHEET WHEREELEVATION IS DRAWN
T
K1A3.3
F1A3.4
201
K7
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K1
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A5.01
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IS1 00 1 WALL TAG
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:35:
51 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
GENERALINFORMATION
A0.10M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1. FOR THE PURPOSES OF THIS PACKAGE, UNLESS OTHERWISE IDENTIFIED AS "SITE BUILT CONTRACTOR" OR SIMILARIDENTIFICATION, THE WORD CONTRACTORS SHALL BE CONSIDERED TO REFER TO MODULAR BUILDING MANUFACTURER.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO STARTING CONSTRUCTION. SHOULDA DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THECONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TOPROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THEARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THEARCHITECT. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAILREFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THEMOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THEARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS.
3. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORKSHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACTDOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, ANDSHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTORIMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS ARESULT OF HIS OPERATION.
4. THE INTENT OF THE DESIGN IS THAT THE MODULAR BUILDINGS AND THE SITE BUILT COMPONENTS OF THE BUILDING ARESTRUCTURALLY INDEPENDANT. HOWEVER, SOME COORDINATION WILL BE REQUIRED FOR STRUCTURAL ELEMENTSTHAT WILL PASS THROUGH MODULAR ELEMENTS, AS WELL AS WITH THE FOOTING AND FOUNDATION SYSTEM. THEMODULAR MANUFACTURER IS RESPONSIBLE TO COORDINATE WITH DESIGN TEAM'S STRUCTURAL ENGINEER TOENSURE\ A FULLY COORDINATED STRUCTURAL SYSTEM.
5. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS ORDRAWINGS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS INCONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.
6. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGEOR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. ALL DOOR SWINGS SERVING ANOCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF EXIT.
7. PROVIDE ILLUMINATED EXIT SIGNS PER THE REQUIREMENTS OF 2013 C.B.C., SECTION 1011.8. PROVIDE FIRE EXTINGUISHERS PER THE REQUIREMENTS OF THE STATE FIRE MARSHAL.9. CONSTRUCTION SHALL COMPLY WITH THE AIR LEAKAGE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE,
TITLE 24, PART 2 CHAPTER 2-53 FOR WINDOWS, DOORS, CAULKING AND SEALING, ELEVATOR SHAFT VENTS AND ALLOTHER APPLICABLE REQUIREMENTS.
10. DIMENSIONSING RULES:A. NOTED DIMENSIONS SHALL AT ALL TIMES TAKE PRECEDENCE OVER SCALED DIMENSIONS.B. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF STUD U.O.N.C. ALL DIMENSIONS OF EXISTING WORK ARE TO FACE OF FINISH U.O.N.D. CEILING HEIGHT DIMENSIONS ARE FROM TOP OF FLOOR SLAB TO FINISH FACE OF CEILING.E. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.F. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT.G. +/- VERTICAL DIMENSION ARE FROM THE TOP OF THE FLOOR SLAB DATUM LINE, ESTABLISHED BY THE CONTRACTOR
SUBJECT TO THE APPROVAL OF THE OWNER OR ARCHITECT, UNLESS OTHERWISE NOTED.H. DIMENSIONS MARKED "A.F.F." ARE ABOVE FINISHED FLOOR MATERIALS. IN CARPETED AREAS, THE TOP OF SLAB IS
CONSIDERED TO BE THE FINISH FLOOR.I. DIMENSIONS MARKED "V.I.F." SHALL BE "VERIFIED" IN THE FIELD BY THE CONTRACTOR.J. ALL DIMENSIONS ARE TO STRUCTURAL COMPONENTS UNLESS OTHERWISE NOTED.K. DIMENSION LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N.
GENERALA0.00 COVER SHEETA0.10M GENERAL INFORMATIONA0.40M ACCESSIBILITY COMPLIANCE
ARCHITECTURALA1.00M OVERALL SITE PLAN (FOR REFERENCE ONLY)A1.01M ENLARGED SITE PLAN - MODULARA2.01M FLOOR PLAN - MODULARA2.14M ROOF PLAN - MODULARA2.31M FINISH PLAN - MODULARA2.81M DOOR & WINDOW SCHEDULE / DETAILSA3.11M EXTERIOR ELEVATIONS - MODULARA3.21M BUILDING SECTIONS - MODULARA5.01M INTERIOR ELEVATIONSA6.01M REFLECTED CEILING PLAN - MODULARA8.31M EXTERIOR WINDOW / DOOR DETAILSA9.00M EXTERIOR & INTERIOR WALL ASSEMBLIESA9.10M INTERIOR / EXTERIOR DETAILSA9.60M TYPICAL CEILING DETAILS
MECHANICALM0.01 LEGEND, SYMBOLS, AND GENERAL NOTESM2.01 MECHANICAL FLOOR PLANM2.02 MECHANICAL REFRIGERANT PIPING PLANM4.01 MECHANICAL DETAILSM4.02 MECHANICAL DETAILS
PLUMBINGP0.01 PLUMBING LEGEND, SYMBOLS, GENERAL NOTES,
AND SCHEDULESP2.01 PLUMBING FLOOR PLANP2.02 PLUMBING ROOF PLAN
ELECTRICALE0.01 GENERAL INFORMATION ELECTRICALE2.01 FLOOR PLAN - LIGHTINGE3.01 FLOOR PLAN - POWER & SIGNALE5.01 DETAILSE6.01 SCHEDULES
FIRE ALARMF0.01 GENERAL INFORMATION FIRE ALARMF2.01 FLOOR PLAN - FIRE ALARM
MAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMEMB. MEMBRANEMFR. MANUFACTURERMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTD. MOUNTEDMTL. METALMUL. MULLION
N. NORTHN.I.C. NOT IN CONTRACTN.R. NON RATEDN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINAL
O.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED CONTRACTOR
INSTALLEDO.F.D. OVERFLOW DRAINO.F.O.I. OWNER FURNISHED OWNER
INSTALLEDO.H. OPPOSITE HANDO.S.B. ORIENTED STRAND BOARDO/ OVEROBS. OBSCUREOCC. OCCUPANTS OR OCCUPANCYOFC. OFFICEOPNG. OPENINGOPP. OPPOSITE
P.L. PROPERTY LINEP.LAM. PLASTIC LAMINATEP.T.D. PAPER TOWEL DISPENSERP.T.D./R. PAPER TOWEL
DISPENSER/RECEPTACLEP.T.D.F. PRESSURE TREATED DOUGLAS FIRPL. PLATEPLAS. PLASTERPLYWD. PLYWOODPNTD. PAINTEDPR. PAIRPRCST. PRECAST
R.C. RESILIENT CHANNELR.D. ROOF DRAINR.O. ROUGH OPENINGR.R. RESTROOMR.W.L. RAIN WATER LEADERRAD. RADIUSREC. RECESSEDRECL. RECYCLINGREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTRGTR. REGISTERRISER RISERRM. ROOMRWD. REDWOOD
S. SOUTHS.A.F. SELF-ADHERED FLASHINGS.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FOOTS.M.S. SHEET METAL SCREWS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.O.G. SLAB ON GRADES.S. STAINLESS STEELS.SK. SERVICE SINKSCHED. SCHEDULESECT. SECTIONSEP. SEPARATE or SEPARATIONSHT. SHEETSHTG. SHEATHINGSHWR. SHOWERSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUAREST. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICAL
T&G TONGUE AND GROOVET. TEMPERED GLASST.B. TOWEL BART.O.C. TOP OF CONCRETET.O.P. TOP OF PARAPETT.O.STL. TOP OF STEELT.O.W. TOP OF WALLT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTEL. TELEPHONETER. TERRAZZOTHK. THICKTRANS. TRANSITIONTRD. TREADTYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTEDUNF. UNFINISHEDUR. URINALUTIL. UTILITY
V.I.F. VERIFY IN FIELDVER. VERIFYVERT. VERTICALVEST. VESTIBULE
W. WESTW.C. WATER CLOSETW.O. WHERE OCCURSW.P. WATERPROOFW.V. WOOD VENEERW/ WITHW/O WITHOUTWD. WOODWSCT. WAINSCOTWT. WEIGHT
# POUND OR NUMBER& AND(E) EXISTING(N) NEW@ ATL ANGLEØ DIAMETER or ROUND
A.C. ASPHALT CONCRETEA.C.P. ALUMINUM COMPOSITE PANELA.D. AREA DRAINA.F.F. ABOVE FINISH FLOORA.L.S. ASSISTED LISTENING SYSTEMACOUS. ACOUSTICALADJ. ADJUSTABLE or ADJACENTAGGR. AGGREGATEALUM. ALUMINUMAPPROX. APPROXIMATELYARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALT
BD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOTT. BOTTOM
C.B. CATCH BASINC.B.C. CALIFORNIA BUILDING CODEC.G. CORNER GUARDC.I. CAST IRONC.I.P. CAST IN PLACEC.J. CONTROL JOINTC.L. CENTERLINEC.O. CASED OPENINGC.W. CURTAIN WALLCAB. CABINETCEM. CEMENTCER. CERAMICCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCNTR. COUNTERCOL. COLUMNCOMP. COMPOSITECONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTR. CENTERCTSK. COUNTERSUNK
D.F. DRINKING FOUNTAIND.G. DECOMPOSED GRANITED.O. DOOR OPENINGD.S. DOWNSPOUTD.S.P. DRY STANDPIPEDBL. DOUBLEDEMO. DEMOLISHDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOORDTL. DETAILDWG. DRAWINGDWR. DRAWER
E. EASTE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.P. ELEC. PANELE.W.C. ELEC. WATER COOLEREA. EACHEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXP. EXPANSIONEXPO. EXPOSEDEXST. EXISTINGEXT. EXTERIOR
F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.H.C. FIRE HOSE CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.S. FIRE SPRINKLERFDN. FOUNDATIONFIN. FINISHFL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTFPRF. FIREPROOFFRMG. FRAMINGFT. FOOT or FEETFTG. FOOTINGFURR. FURRINGFUT. FUTURE
G.B. GRAB BARG.S.M. GALVANIZED SHEET METALGA. GAUGEGALV. GALVANIZEDGL. GLASSGND. GROUNDGR. GRADEGYP. GYPSUM
H.B. HOSE BIBH.C. HOLLOW COREH.M. HOLLOW METALHDWD. HARDWOODHDWR. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHT
I.D. INSIDE DIAMETERI.S.A. INTERNATIONAL SYMBOL OF
ACCESSIBILITYINSUL. INSULATIONINT. INTERIOR
JAN. JANITORJT. JOINT
K.D. KNOCK DOWN
L.F. LINEAL FOOTLAM. LAMINATELAV. LAVATORYLKR. LOCKERLT. LIGHT
M.H. MANHOLEM.O. MASONRY OPENING
ABBREVIATIONS SYMBOLS
GENERAL NOTES
VICINITY MAP
SHEET INDEX PROJECT TEAM
DEFERRED APPROVALS
SCOPE OF WORKAPPLICABLE CODES2013 CALIFORNIA BUILDING CODE (CBC)2013 CALIFORNIA ELECTRICAL CODE (CEC)2013 CALIFORNIA MECHANICAL CODE (CMC)2013 CALIFORNIA PLUMBING CODE (CPC)2013 CALIFORNIA ENERGY CODE2013 CALIFORNIA FIRE CODE (CFC)2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
PARTIAL LIST OF APPLICABLE STANDARDS2013 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE
(CALIFORNIA AMENDED)2013 NFPA 253 - CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS
OWNERCONTRA COSTA COMMUNITY COLLEGEDISTRICT500 COURT STREETMARTINEZ, CA 94553PHONE (925) 229-1000
ATTN: BEN AZARNOUSH
CONSTRUCTION MANAGERCRITICAL SOLUTIONS, INC.1801 OAKLAND BOULEVARD, SUITE 300WALNUT CREEK, CA 94596PHONE (925) 944-5060
ATTN: KELLY JOHNSON
ARCHITECTURELPAS2484 NATOMAS PARK DRIVE, SUITE 100SACRAMENTO, CA 95833PHONE (916) 443-0335
ATTN: TROY PENNINGTON
STRUCTURAL
MERIDIAN STRUCTURAL ENGINEERS, INC.850 IRON POINT ROAD, SUITE 110FOLSOM, CA 95630PHONE (916) 365-4740
ATTN: MICHAEL BAKER
CIVILBkF ENGINEERS980 9TH STREET, SUITE 1770SACRAMENTO, CA 95814(916) 556-5800
ATTN: JAMES MCCURDY
MECHANICAL / ELECTRICAL / PLUMBING/LOW VOLTAGE / FIRE ALARMCANYON CONSULTING ENGINEERS3150 HILLTOP MALL ROAD, SUITE 18RICHMOND, CA 94806PHONE (510) 243-5987
ATTN: GEORGE ARELLANO
BID ALTERNATES
1. COORDINATION OF MODULAR BUILDING CONSTRUCTION DOCUMENTS WITH SITE-BUILT CONSTRUCTION.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION WITH ARCHITECT AND ARCHITECT'SCONSULTANTS FOR INTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.ALL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTED ARE TO BE STUBBED 5' OUTSIDE THE BUILDING LINE BYMODULAR MANUFACTURER, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER, ELECTRICAL, STORM SEWER,SANITARY SEWER. PROVIDE CONCRETE CHRISTY BOX.
2. MODULAR BUILDING AS DESIGNED CONTAINS COMPONENTS THAT ARE NOT STANDARD MODULAR BUILDINGCOMPONENTS, INCLUDING BUT NOT LIMITED TO VRF (VARIABLE REFRIGERANT FLOW) MECHANICAL SYSTEM,WINDOW SIZES, STUCCO TRIMS, ETC. THESE ITEMS MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTENCONSENT OF THE ARCHITECT.
3. CONSTRUCTION DOCUMENTS FOR MODULAR BUILDINGS, APPROVAL THROUGH DIVISION OF STATE ARCHITECT.
4. DESIGN AND CONSTRUCTION OF FOOTING AND FOUNDATION SYSTEM FOR MODULAR BUILDING SYSTEM,INCLUDING BUT NOT LIMITED TO EXCAVATION FOR AND INSTALLATION OF CONCRETE FOOTINGS ANDFOUNDATION SYSTEMS FOR MODULAR BUILDING, DRAINAGE, INSTALLATION OF RAT SLAB AND CRAWL SPACEDRAINAGE. FOOTING AND FOUNDATION SYSTEM DESIGN SHALL INCLUDE COORDINATION WITH FOOTINGS,FOUNDATIONS, SLABS REQUIRED FOR SITE BUILT CONSTRUCTION.
5. CONSTRUCTION, DELIVERY AND INSTALLATION OF MODULAR BUILDING SYSTEM.
6. COORDINATION OF INSTALLATION AND BUILDING SYSTEM INTERFACES WITH SITE BUILT CONSTRUCTION TEAM.
1. OPTIONAL BID ALTERNATE: SLAB-ON-GRADE CONSTRUCTION IN LIEU OF PIT-SET (IF OFFERED BY MANUFACTURER).
2. SINGLE SLOPE ROOF IN LIEU OF GABLE.
3. BULLET RESISTANT WALL LINING.
NONE.
PROJECT LOCATION
SINGLE-ACCOMMODATION TOILET FACILITY
60" MIN. DIA. CLR.
OVERLAP
12" MAX.
18" MIN.
17" M
IN.
30" X 48" CLEARFLOOR SPACE FORLAVATORY (DOORSWING MAY NOTOVERLAP)
17" MIN. TO 18" MAX.
60" X 56" CLEARFLOOR SPACEFOR TOILET(DOOR SWINGMAY NOTOVERLAP)
CLR.
32" M
IN.
60" MIN. CLR.
56" M
IN.
DOOR MAYSWING OVERHATCHEDPORTION OFMANEUVERINGSPACE
MIN.48"
FLUSHACTIVATORON WIDESIDE
34" M
AX.
29" M
IN.
27" M
IN.
MIN.9"
OPER
ABLE
PAR
T
40" M
AX.
TO H
IGHE
ST
INSULATE EXPOSED HOTWATER LINE AND DRAINPIPES PER ASTM E-84
BOTTOM OFREFLECTIVESURFACE
MIRROR
SOAP DISPENSER
FEMININE NAPKINDISPENSER
TRASHRECEPTACLE
HAND DRYER
PAPER TOWELDISPENSER
12" MIN. 24" MIN.
33" *
* REAR GRAB BAR ALLOWED AT36" A.F.F. AT TANK-TYPE TOILET
16" TO 18"
C.L.
C.L.
36" MIN. GRAB BAR(42" PREFERRED)
54" MIN.
12" MAX.
42" MIN.GRAB BAR(48" PREFERRED)
T.O.
S.
17" -
19"
33"
C.L.
7" TO 9"
SEAT COVERDISPENSER
TOILET PAPERDISPENSER
TOILET REAR WALL ELEVATION TOILET SIDE WALL ELEVATION
LAVATORY AND TOILET ROOM ACCESSORIES
FLUSHACTIVATOR ONWIDE SIDE
24" MIN.
48" M
IN.
60" M
IN.
48" M
IN. *
60" M
IN.
48" M
IN. *
PULL SIDE
PUSH SIDE
24" MIN.
* THIS DIMENSION MAY BE REDUCED TO 44"IF DOOR DOES NOT HAVE A CLOSER
LATCH APPROACH HINGE APPROACH
36" MIN.
PULL SIDE
PUSH SIDE
* THIS DIMENSION MAY BE REDUCED TO 44"IF DOOR DOES NOT HAVE BOTH A LATCH AND A CLOSER
54" MIN.
PULL SIDE
PUSH SIDE
18" MIN. CLR. AT INTERIOR DOORS24" MIN. CLR. AT EXTERIOR DOORS
60" M
IN.
FRONT APPROACH
48" M
IN.
MIN.
12" * * THIS CLEARANCE ISNOT REQUIREDIF DOOR DOES NOTHAVE BOTH A LATCHAND A CLOSER
DOORS IN A SERIES BOTH DOORS OPEN OUT
18" MIN. MIN.
12" *
MIN.
12" *
MIN.
12" ** THISCLEARANCEIS NOTREQUIREDIF DOORDOES NOTHAVE BOTH ALATCH AND ACLOSER
* THISCLEARANCEIS NOTREQUIREDIF DOORDOES NOTHAVE BOTH ALATCH AND ACLOSER
48" M
IN.
UNOBSTRUCTEDFORWARD REACH
UNOBSTRUCTEDSIDE REACH
OBSTRUCTED SIDE REACH
OBSTRUCTED FORWARD REACH
MAX.
10"
MIN.15" 48
" MAX
.
MAX.
10"
48" M
AX.
34" M
AX.
24" MAX.
>10" TO
34" M
AX.
48" M
AX.
48" M
AX.
20" MAX.
44" M
AX.
>20" TO25" MAX.
48" M
AX.
MIN.15"
LOBBY
WALKING PARALLEL TO A WALL WALKING PERPENDICULAR TO A WALL
80" M
IN.
WHE
N HI
GHER
THAN
27"
WHE
N 27
"OR
BEL
OW
ANYAMOUNT 4" MAX.
27" M
AX.
VER
TIC
AL1/
4" M
AX.
AT 1
:2 S
LOPE
1/2"
MAX
.
21
DOOR THRESHOLD
12"
12" 12"
WHE
RE O
CCUR
S
6" M
IN.
12"12"
MEN WOMEN UNISEX
60"A.F.F.
1. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY AGEOMETRIC SYMBOL IN A COLOR THAT CONTRASTS TO THE DOOR ON WHICH IT ISHUNG, EITHER A LIGHT COLOR ON A DARK DOOR OR A DARK COLOR ON A LIGHTDOOR. THE GEOMETRIC SYMBOL SHALL BE CENTERED HORIZONTALLY ON THEDOOR AT A HEIGHT OF 60" ABOVE THE FINISH FLOOR MEASURED TO THE CENTEROF THE SYMBOL.
2. EDGES OF SYMBOL SHALL BE ROUNDED, CHAMFERED, OR EASED. CORNERSSHALL HAVE A MINIMUM RADIUS OF 1/8".
3. SIGNAGE TO BE 1/4" THICK ACRYLIC (OR APPROVED MATERIAL.)
4. SYMBOLS SHALL HAVE A NONGLARE FINISH.
5. LETTERING, I.S.A., AND GENDER SYMBOLS ARE NOT REQUIRED ON THEGEOMETRIC SYMBOL, BUT WHEN PROVIDED THEY SHALL CONTRAST WITH THEIRBACKGROUND; EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHTBACKGROUND.
PERMANENTROOM ID
DOOR SIDELITEWHERE OCCURS
TACTILE & BRAILLEROOM ID SIGNAGE
60" A
.F.F
.
9"
48"
MIN
TO B
ASEL
INE
OF
LOW
EST
BRAI
LLE
TO B
ASEL
INE
OF
HIG
HES
T LI
NE
OF
TEXT
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:35:
53 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
ACCESSIBILITYCOMPLIANCE
A0.40M
01.22.2016
985-0007
MODULAR BIDPACKAGE
PROTRUDING OBJECTS
A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THEFINISHED FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECTANY AMOUNT.
FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80INCHES ABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCEMANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE.
B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTEIS REDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BEPROVIDED.
SANITARY FACILITIES
A. REFER TO SHEET K7/A0.40M FOR ROOM ID SIGNAGE AND RESTROOM IDENTIFICATION SYMBOL:
B. ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVICE. THEINSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELYBELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TOGRASP OR TWIST, AND THE MAXIMUM PRESSURE TO OPERATE THE DOOR SHALL NOT EXCEED 5 LBF.
C. WATER CLOSET & URINAL CONTROLS:FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTINGOF THE WRIST. FLUSH CONTROLS TO BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. WATER CLOSETCONTROLS TO BE MOUNTED ON THE WIDE SIDE OF TOILET COMPARTMENT. THE FORCE REQUIRED TO ACTIVATE CONTROLSSHALL BE NO MORE THAN 5 LBF.
D. LAVATORY CONTROLS:FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS TO BE NO MORE THAN 5LBF.
E. GRAB BARS:THE DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OR THE SHAPE SHALL PROVIDEAN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE CLEARANCE BETWEEN THEGRAB BAR AND WALL SHALL BE 1 1/2". MINIMUM STRUCTURAL STRENGTH OF GRAB BARS WILL SUPPORT A 250 LB POINTLOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
F. ACCESSORIES:WHERE TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, SEAT COVER DISPENSERS OR OTHEREQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.
ELECTRICAL SWITCHES AND OUTLETS
A. A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIRSHALL BE PROVIDED AT CONTROLS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT.
B. SWITCHES AND CONTROLS INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROLLIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BELOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOM OF THE OUTLET BOX) ANDNOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOP OF THE OUTLET BOX.)
C. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEMRECEPTACLES SHALL BE LOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOMOF THE OUTLET BOX OR HOUSING) AND NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOPOF THE OUTLET BOX OR HOUSING.)
D. FIRE ALARM INITIATING DEVICES SHALL BE A MINIMUM OF 42 INCHES AND A MAXIMUM OF 48 INCHES ABOVE THE FLOOROR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. CONTROLS ANDOPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 POUNDS OFFORCE.
REACH RANGE
A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHEDFLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT.
FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80 INCHESABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, ORCLEAR WIDTH OF AN ACCESSIBLE ROUTE.
B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE ISREDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE PROVIDED.
DOORS
A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 30 INCHES TO 44 INCHESABOVE FLOOR. OPERATING DEVICE SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRETIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE.
B. OPENING FORCE: MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE DOORS SHALL BE MAX. 15 LBS.
C. THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THEDOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.(SEE "DOOR THRESHOLD" BELOW).
D. FLOOR LEVEL: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BEAS SHOWN IN DOOR PLAN FIGURES BELOW.
E. MANEUVERING CLEARANCES: MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN DOOR PLANFIGURES BELOW. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.
F. PASSAGE DOOR SIZE: MINIMUM NOMINAL DOOR DIMENSIONS ARE 3 FEET WIDE (4 FEET WIDE MAX) AND 6 FEET 8 INCHESHIGH. CLEAR WIDTH REQUIRED IS 32 INCHES MINIMUM WITH DOOR OPEN 90 DEGREES, MEASURED FROM THE FACE OF THEDOOR TO THE OPPOSITE STOP.
G. SMOOTH SURFACE: THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAPOR HAZARDOUS CONDITION.
1" = 1'-0" K7RESTROOM DOOR SYMBOL
1/4" = 1'-0" H7ROOM ID SIGNAGE LOCATION
SIGNS AND SYMBOLS
A. ALL SIGNAGE SHALL COMPLY WITH CBC SECTION 11B-703.
1. FINISH & CONTRAST: CHARACTERS, SYMBOLS & THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS & SYMBOLS SHALL CONTRAST A MIN. OF 70% WITH THEIR BACKGROUND, EITHER LIGHT ON DARKBACKGROUND OR DARK ON LIGHT BACKGROUND.
2. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 & 1:1 AND ASTROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 & 1:10.
3. RAISED CHARACTERS & PICTORIAL SYMBOL SIGNS: WHEN RAISED CHARACTERS ARE REQUIRED OR WHENPICTORIAL SYMBOLS ARE USED ON SIGNS, THEY SHALL CONFORM TO THE FOLLOWING a. THRU d.
a. CHARACTERS ON SIGNS SHALL BE RAISED 32 " (0.794mm) MIN. AND SHALL BE SANS SERIF UPPERCASECHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. (SEE SECTION BELOW)
b. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MIN. OF 5/8" (15.9mm) AND A MAX. OF 2" (51mm) HIGH.
c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS): PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BEACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDEDIMENSION OF THE PICTOGRAM FIELD SHALL BE A MIN. OF 6" (152mm) IN HEIGHT.
d. CHARACTER PLACEMENT: CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT. BRAILLE SHALLBE PLACED A MIN. OF 3/8 " & A MAX. OF 1/2 " DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSHLEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHERBELOW ALL LINES OF TACTILE TEXT.
4. MOUNTING LOCATION & HEIGHT: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NOWALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEARESTADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" (1524mm) ABOVE THE FINISHFLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT APERSON MAY APPROACH WITHIN 3" (76mm) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS ORSTANDING WITHIN THE SWING OF A DOOR.
TACTILE & BRAILLE SIGN REQUIREMENTS
1. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONSOF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS,MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THESECOND CELL. DOTS SHALL BE RAISED A MIN. OF 1/40" ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BEDOMED OR ROUNDED.
SANITARY FACILITIES
A. RESTROOM IDENTIFICATION SYMBOL:1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4
INCH THICK WITH EDGES 12 INCHES LONG AND THE VERTEX POINTING UPWARD.
2. DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND12 INCHES IN DIAMETER.
3. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETERWITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER.THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE BACKGROUND AND THE CIRCLE SHALL CONTRASTWITH THE DOOR.
B. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOORAT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR ANDCONTRAST OF THE DOOR. NO TEXT OR I.S.A. IS REQUIRED.
3"
4"
4"
4"
3"
4"
4"
4"
3"
6"∅Subdrain 6"∅Subdrain
6"∅Subdrain
PG&E 21kV
5kV
PG&E 21kV
5kV
SL Box
FDC PIV
PIV
Conduit
for Elevator Utilitie
s
GV (Abandoned)
GV
TEL
Elec
Elec Ped.
SDCO?
AD
AD
AD
AD
AD
AD
SDCO
RWL
9392
9190
89
8887
8685
95
85
86
86
87
87
88
88
89
89
90
95
94
91
89
89
90
90
92
93
9495
95
96
9796
92
91
91
91
94
94
92
9392
91
90
91
93
91
89
89
89
89
88.9
88.5
87.8
87.3
88.3
87.9
95.2
95.5
95.9
96.4
96.8
96.7
94.8
93.8
94.7
E 61
6970
0
E 61
6960
0
E 61
6950
0
E 61
6940
0
E 61
6930
0
E 61
6920
0
E 61
6910
0
E 61
6900
0
E 61
6890
0
E 61
6880
0
E 61
6870
0
E 61
6860
0
E 61
6850
0
E 61
6840
0
E 61
7070
0
E 61
7060
0
E 61
7050
0
E 61
7040
0
E 61
7030
0
E 61
7020
0
E 61
7010
0
E 61
7000
0
E 61
6990
0
E 61
6980
0
E 61
6970
0
E 61
6960
0
E 61
6950
0
E 61
6940
0
N 2191800
N 2191700
N 2191600
N 2191500
N 2191400
N 2191300
N 2191200
N 2191100
N 2191000
N 2190900
N 2190800
N 2190700
N 2192000
N 2191900
N 2191800
N 2191700
N 2191600
N 2191500
1-2
1-3
1-4
2-1
2-2
2-3
LANEBIKE
BIKELANE
LANEBIKE
BIKE LANE
LA NE BIKE
BIKE LANE
LANE BIKE
BIKE LANE
BIKELANE
AHEAD AHEAD
SIGNAL SIGNAL
LANEBIKE
KEEPKEEP
CLEARCLEARSTOP
STOPSTOP
STOP
STOP
STOP
STOP
YIELD
SLOW
PED
STOPXING
STOP
STOP
PED
STOP
STOP
STOP
STOP
BUS LANE ONLY
STOP
STOP
STOP
EAST LELAND RD.
EAST LELEAND RD.
EAST LELAND RD.
LOS M
EDANOS DR.
LOS
MED
ANO
S DR
.
LOS MEDANOS DR.
LOS MEDANOS DR.
COLLEGE WAY
CO
LLEGE W
AY
MIWOK WAY
LOS MEDANOS LAKE
30005113.89
3001474.79
3001566.21
3001790.87
3001864.02
3002075.70
Pool
Pile
PilePile
Pile
Concrete
Stairs
Stairs
Rocks
Rip-rap
Rip ra
p
Rip rap
Rip
rap
Rip rap
Rip rap
Pipeway
Pipeway
Pipeway
Stairs
Stairs
Stairs
Pool
Pool Piles
Piles
Piles
Piles
Piles
TCFL
TCFL
TC
FL
TC
TC
TC
TC
TC
TC
TC
TC
TC
G
G
G
GYM
SCL
LR
LR
PE
MA
CCMU
PS CS
GA
EL
(E)FOOTBALL STADIUM
/ TRACK
LMC LAKE
(E) PARKING LOT A
(E) PARKING LOT 1A
(E) PARKING LOT 2A
(E) PARKING LOT B
(E) PARKING LOT C
(E) PARKING LOT B
(E)BASEBALLDIAMOND
(E)SOFTBALLDIAMOND
(E)PRACTICE FIELD
(E)TENNISCOURTS
EAST LELAND ROAD
LOS
MED
ANOS
DRI
VE
LOS MEDANOS DRIVE
(E)STAFF
LOT
(E) STAFF LOT
(E) DRIVE (A.C. PAVING)
(E) F
IRE
LAN
E (A
.C. P
AVIN
G)
(E) F
IRE
LAN
E (A
.C. P
AVIN
G)
(E) PROP LINE
(E) D
RO
POFF
(E) D
RO
POFF
(E) PROP LINE
CSC
PROJECT SITE
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:35:
58 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
OVERALL SITE PLAN(FOR REFERENCEONLY)
A1.00M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1" = 100'-0" K1OVERALL SITE PLAN
N0 50 100 150
SCALE: 1" = 100'-0"FT
PIV
IV
IV
IVIV
IV(2)
IV
IV
SS
Vault
STOP
I
I
I
I
I
I
I
I
I
I
I
GOLF CART PARKING /CHARGING AREA - NIC
SWING GATE - NIC
(E) CURB CUT
(E) F
IRE
LAN
E(C
ON
C P
AVIN
G)
PEDESTRIAN ENTRY -FOR REFERENCE ONLY
CAMPUS SAFETYCENTER
(E) BLDG SC
(E) FIRE HYDRANT
(E) RETAINING WALL
(E) TENNIS COURTS
(E) CONC SWALE
(E) CONC WALK
CONC WALK -NIC
CONC SEAT WALL - NIC
ROCK LINED SWALE - NIC
(E) CONC SWALE
(E) A.C. DRIVE
(E) LANDSCAPE AREA
(E) CROSSWALK
(E) BOLLARD,TYP OF (3)
(E) CONC WALK
(E) LANDSCAPE AREA
SECURED PARKING AREA(A.C. PAVING) - NIC
SLO
PE D
N 1
" / 1
2" M
AX
12" W. (MIN) CONCMOW STRIP BYMODULARMANUFACTURER
CONCRETE WALK -NOT IN MODULARCONTRACT
MECHANICAL EQUIPMENTAND CONCRETEEQUIPMENT PAD - INMODULAR CONTRACT -COORDINATE WITH FENCENOT IN CONTRACT
GENERAL NOTES1. SEE SHEET A0.10M FOR CODE COMPLIANCE INFORMATION.
2. SEE SHEET A0.40M FOR ACCESS COMPLIANCE INFORMATION.
3. SOME SITE ELEMENTS ARE SHOWN FOR REFERENCE PURPOSES ONLY.UNLESS OTHERWISE NOTED, SITEWORK IS OUTSIDE THE SCOPE OF THISDOCUMENT.
4. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON PAVING.
5. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR SITE EXCAVATIONREQUIRED TO SET MODULAR BUILDING COMPONENTS. COORDINATEREQUIREMENTS WITH SITE BUILT CONSTRUCTION REQUIREMENTS.COORDINATE FINISH FLOOR ELEVATION AND CRAWL SPACE DEPTH WITHDESIGN TEAM.
6. MODULAR BUILDING MANUFACTURER SHALL PROVIDE PERIMETER FOUNDATIONVENTS, AS REQUIRED. PROVIDE NON-REMOVABLE STEEL GRATE COVERS.MODULAR BUILDING MANUFACTURER SHALL PROVIDE CRAWL SPACE ACCESSAND WELL. PROVIDE LOCKABLE COVER. COORDINATE LOCATION WITH SITEBUILT CONSTRUCTION.
7. FENCES, GATES, ETC. ARE OUTSIDE THE SCOPE OF THE MODULAR BUILDINGCONTRACT AND ARE SHOWN FOR REFERENCE PURPOSES ONLY.
8. STUB ALL UTILITIES, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER,SANITARY SEWER, STORMWATER, ELECTRICAL, ETC. 5'-0" MINIMUM FROMBUILDING FACE. COORDINATE POINTS OF CONNECTION WITH SITE BUILTCONTRACTOR. PROVIDE POINTS OF CONNECTION IN CONCRETE CHRISTY BOXOF ADEQUATE SIZE TO ACCOMODATE CONNECTIONS, SHUTOFFS, ETC. SEEMECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR ADDITIONALINFORMATION.
LEGEND:MODULAR BUILDING UNDER THIS SCOPE
BUILDING NOT IN MODULAR SCOPE
SPLIT SYSTEM OUTDOOR UNIT - SEE MECHANICAL
VRF SYSTEM OUTDOOR UNIT - SEE MECHANICAL
ROCK LINED SWALE - NOT IN MODULAR SCOPE
CONCRETE PAVING IN SCOPE
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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B
A
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D
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
01 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
ENLARGED SITE PLAN -MODULAR
A1.01M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1" = 10'-0" K3PARTIAL SITE PLAN
N
INTERVIEW104
EOC102
LOBBY101
DISPATCH/RECEPTION
122
LOST &FOUND
110
EVIDENCESTORAGE
108
IT106
RECORDS109
MEN114
WOMEN116
CORPORAL120
BREAKROOM
119
PARKINGOFFICER
118
RESTROOM115
PREBOOKING/
BOOKING113
LIEUTENANT121
PATROL/
REPORT111
RESTROOM117
STORAGE103
POLICEAIDE
EQUIP112
A3.11MC3
12' -
0"
12' -
0"
9' -
0"3'
- 0"
3' -
0"6'
- 0"
3' -
0"12
' - 0
"
3' -
0"6'
- 0"
3' -
0"9'
- 0"
3' -
0"3'
- 0"
9' -
0"3'
- 0"
6' -
0"3'
- 0"
9' -
0"3'
- 0"
40' - 0"
13' - 4" 17' - 6" 9' - 2"
11' - 1 1/2" 6' - 6" 10' - 11" 11' - 5 1/2"
60' -
0"
9' -
8"9'
- 0"
9' -
0"10
' - 4
"8'
- 0"
6' -
0"8'
- 0"
101B
119
117
121
104B
116 114
110
107 113B
108
115
109
106
112
122
A
A
A
A
A
6' - 0" 15' - 6 1/2" 7' - 10 1/4" 10' - 7 1/4"
A3.11MK1
HALL107
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
AA
AA
AA
AA
AA
A
IS0 45 1
IS0 50 1
IS0 50 1
IS0 50 1
IS0 50 7 IS0 50 7
IS0 00 2IS0 00 2
IS0 45 1
IS0 45 1
ES0 00 1
ES0 00 1
IS0 00 13
IS0 00 2
IS0 00 13
IS0 00 13
IS0 00 13
IS0 50 1
A5.01MG11
IS0 50 7
IS0 00 1IS0 00 1
9"
IS0 50 1
IS0 50 7 IS0 00 4
ES0 00 1
120
IS0 50 1
IS0 50 1
IS0 50 7
IS0 45 1
118
IS0 00 1IS0 00 1
IS0 00 2
9 3/4"
IS0 50 1
ES0 00 1
5' - 0"
5' - 6" 5' - 6"
IS0 00 13
IS0 50 12
IS0 00 13
IS0 00 14
IS0 50 7IS0 00 4
9"
IS0 00 8
A5.01M B8
A5.01M
B11
06
03
B
G6
G4
G8
A5.01M
B4
B2B6
5'-0
" MIN
CLR
5' - 0" CLR
A2.01MC10
5' MIN
MIN
5' -
0" C
LR
5' MIN
IS0 00 13
ELEC105
2 2
B
B C
E
E
5.8 5.8
IS0 00 14
IS0 45 1
IS0 45 1
IS0 00 13
F3A3.11M
EA
REA
REQ
UIR
ING
CO
OR
DIN
ATIO
N W
ITH
SIT
E B
UIL
T
G3A3.21M
C3A3.21M
K3A3.21M
17' - 6" 22' - 6"
5' -
5 1/
4"7'
- 0
3/4"
2' -
7"9'
- 10
1/4
"13
' - 0
3/4
"22
' - 0
"
MO
DU
LE 5
12' -
0"
MO
DU
LE 4
12' -
0"
MO
DU
LE 3
12' -
0"
MO
DU
LE 2
12' -
0"
MO
DU
LE 1
12' -
0"
17' - 0" 10' - 5 1/2" 5' - 4 7/8" 7' - 1 5/8"
40' - 0"
D
C
09
113A
60' -
0"
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
CANOPY ABOVE, TYP
A2.01MC10
Sim
3 1/8" 11' - 0 1/2" 10' - 11 1/2"
7' - 8" 7' - 7 7/8"
A3.11MK7
IS0 50 0
RAMP, STAIRS, FLATWORKAND ASSOCIATED RAILINGS,ETC. BY SITE CONTRACTOR
A9.10MF11
A9.10MC11
A9.10MK7
A9.10MH7
A9.10MH5
A9.10MK5
IS0 00 13
AREA
REQ
UIRI
NG C
OO
RDIN
ATIO
N
LOCKERROOM
116A
LOCKERROOM
114A
(7) SINGLE TIER LOCKERS(1) ACCESSIBLE REQ'D.
(7) SINGLE TIER LOCKERS(1) ACCESSIBLE REQ'D.
GENERAL NOTES1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION
2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.
3. AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FORMODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILTCOMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FORCOORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FORINTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TOCIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,WEATHERPROOFING, ETC.
4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.
5. REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THEMODULAR CONTRACT.
6. PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TOELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.
7. ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRIDOR FACE OF STUD, UNLESS OTHERWISE NOTED.
8. UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALLINTERSECTION.
LEGEND:SITE BUILT CONSTRUCTION - NIC
NOT IN SCOPE
MODULAR CONSTRUCTION
B WINDOW TYPE - SEE SHEET A2.81M
DOOR TYPE - SEE SHEET A2.81M201
WALL TYPE - SEE SHEET A9.00MIS1 00 1
NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIESTO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.
COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574
SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.
TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700FLOOR-TO-CEILING
PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.
WASTE RECEPTACLE, O.F.O.I.
36" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
48" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460
COMBI TOILET / SINK, MFR: ACORN, MODEL #1449
RESTROOM ACCESSORIES
01
02
04
05
06
08
07
03
09
A
A
01
07
06
08
0402
1' - 6"
6' - 1 1/2" 5' - 0"
30" x 48" CLEARSPACE ø 5' - 0
"
5' - 0"
4' -
6"
RESTROOM117
F3
A9.10M
5
4
3
2
1
# = MODULE NUMBER
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
05 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
FLOOR PLAN -MODULAR
A2.01M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" K3FLOOR PLAN - MODULAR
N
1/2" = 1'-0" C10ENLARGED RESTROOM PLAN
(RESTROOM 115 SIM O.H.)
1/16" = 1'-0"KEY PLAN
N
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
4
7
RIDGE
TYP.
1/4"
MIN
.SL
OPE
1/4"
MIN
.SL
OPE
1/4"
MIN
.SL
OPE
1/4"
MIN
.SL
OPE
RIDGE
3
5 TYP.
1
1 TYP.
2 2
B
B C
E
E
5.8 5.8
SLOPE DN 1/4" / 12" SLOPE DN 1/4" / 12"
SLOPE DN 1/4" / 12" MINSLOPE DN 1/4" / 12" MIN
RID
GE
RID
GE
AR
EA R
EQU
IRIN
G C
OO
RD
INAT
ION
WIT
H S
ITE
BU
ILT
15' - 6 3/8"
14' -
2"
8
OPEN TOBELOW
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
5
5
TYP.
2 2
6' - 10" 5' - 0"
4' - 0
"
4' - 0
"
1/4"
MIN
.SL
OPE
1/4"
MIN
.SL
OPE
3' - 1 1/2"
60' -
0"
K9
A9.10M
RD OD
RD OD
RD OD RD OD
RD OD
RIDGE
1
ROOFING KEYNOTE LEGEND
2 MANUFACTURER'S STANDARD DOOR CANOPY
3
4
5
SINGLE PLY MEMBRANE ROOFING SYSTEM O/TAPERED RIGID INSULATION (4" MIN THICKNESS)
ROOF DRAIN AND OVER FLOW
6 NOT USED
7 ROOFING CRICKET
PARAPET CAP
ALUMINUM SUNSHADE
8 AREA UNDER SITE-BUILT ROOF - EXPOSED METAL DECK
GENERAL NOTES1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION
2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.
3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO STRUCTURAL,MECHANICAL, WEATHERPROOFING, ETC.
4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING COMPONENT ROOF AND FLOOR SYSTEM. MODULAR BUILDINGMANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.
5. SITE BUILT ROOF HIDDEN IN THIS VIEW FOR CLARITY.
6. ROOF STRUCTURE INDICATED IS FLAT WITH TAPERED INSULATIONCREATING THE SLOPE. MODULAR MANUFACTURER MAY SUGGESTALTERNATE FOR SLOPED STRUCTURE. ALTERNATE MUST BE CLEARLYIDENTIFIED IN BID PROPOSAL.
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
06 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
ROOF PLAN - MODULAR
A2.14M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" K3ROOF PLAN - MODULAR
N
REF.
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
INTERVIEW104
EOC102
LOBBY101
B1RF1P4
DISPATCH/ RECEPTION122
B1RF1P1
LOST & FOUND110
EVIDENCESTORAGE
108
B1RF1P1
IT106
B1RF1P1
RECORDS109
B1RF1P1
MEN114
B1RF1P1
WOMEN116
B1C1P1
CORPORAL120
B1RF1P1,4
BREAK ROOM119
B1RF1P1
PARKING OFFICER118
T2T1T4
RESTROOM115
RF1RF1WP1
1
PREBOOKING / BOOKING113
B1C1P1
LIEUTENANT121
B1RF1P1
PATROL / REPORT111
T2T1T4
RESTROOM117
STORAGE103
B1RF1P1
POLICE AIDE EQUIP112
B1RF1P1
HALL107
ELEC105
2 2
B
B
C
C
E
E
5.8 5.8
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
B1SC1P1
EVIDENCE STORAGE108
CORNER GUARD CG1
FINISH SYMBOL LEGEND
CT1
P1* WP1
RB1
1, 2, 3
BASE FINISHWAINSCOTFINISH
FLOORINGFINISHWALLFINISH
* SEE FINISHPLAN KEYNOTES
FINISH PLANKEYNOTES
P6 EXTENT OF ACCENT FINISH
8 SEE FINISH PLAN KEYNOTE
FINISH SCHEDULE BOX:
C1 CARPET TILEMANUFACTURER: PATCRAFTPRODUCT:TEXTURE:COLOR:
RF1 RESILIENT LINOLEUM SHEET FLOORINGMANUFACTURER: FORBOPRODUCT: MARMOLEUMTEXTURE: STRIATOCOLOR: FRESH WALNUT 5229
T1 CERAMIC FLOOR TILEMANUFACTURER: DAL-TILEPRODUCT: KEYSTONESCOLOR: TO BE SELECTED BY ARCHITECT
T2 CERAMIC WALL TILEMANUFACTURER: DAL-TILEPRODUCT: MODERN DIMENSIONSCOLOR: TO BE SELECTED BY ARCHITECT
WP1 FRP WALL PANELSMANUFACTURER: MARLITEPRODUCT: INDUROCOLOR: TITANIUM
B1 RUBBER BASEMANUFACTURER: JOHNSONITEPRODUCT: TRADITIONAL 4"COLOR: TO BE SELECTED BY ARCHITECT
P1 INTERIOR PAINTMANUFACTURER: TBDPRODUCT:COLOR: "WHITE" (TO MATCH EP1)
P2 INTERIOR PAINT ACCENT COLORMANUFACTURER: TBDPRODUCT:COLOR: "GRAY" (TO MATCH EP2)
P3 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: "RED" (TO MATCH EP3)
P4 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: ACCENT COLOR TBD
SC1 SEALED CONCRETE
INTERIOR MATERIALS LEGEND
LEGEND:SITE BUILT CONSTRUCTION - NIC
NOT IN SCOPE
MODULAR CONSTRUCTION
B WINDOW TYPE - SEE SHEET A2.81M
DOOR TYPE - SEE SHEET A2.81M201
WALL TYPE - SEE SHEET A9.00MIS1 00 1
GENERAL NOTES1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION
2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.
3. AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FORMODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILTCOMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FORCOORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FORINTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TOCIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,WEATHERPROOFING, ETC.
4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.
5. REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THEMODULAR CONTRACT.
6. PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TOELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.
7. ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRIDOR FACE OF STUD, UNLESS OTHERWISE NOTED.
8. UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALLINTERSECTION.
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
10 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
FINISH PLAN -MODULAR
A2.31M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" K3FINISH PLAN
N
F FV HV HL NV
LEGENDF FLUSHFV FULL VISIONHV HALF VISIONHL HALF LOUVERNV NARROW VISIONSV SECURITY VISION
(LOUVER WHERE OCCURS)
SV
B1
A8.31M
D1
A8.31M
F1
A8.31M
1' - 0"
5' -
0"2'
- 6"K7
A2.81M SIM
K5
A2.81M
K7
A2.81M
6' - 0"
4' -
0"2'
- 10
"
B B
SIM
SIM
K7
A2.81MSIM
K5
A2.81M
K7
A2.81M
7' - 6"
4' -
8"2'
- 10
"
B
SIM
SIM
E D A
TWO-WAY TRANSPARENTMIRROR GLAZING(HEAT STRENGTHENED)
6" DIA LEVEL 3 BULLETRESISTANCE SPEAK-THROUGH (SST)
LEVEL 3 BULLETRESISTANCE GLAZING
BAA SAME AS 'A' WITHOBSCURE GLAZING
NOTES:
1. PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODE.
BB
8' - 9"
1' -
10"
4' -
2"3'
- 0"
BC
6' - 6"
1' -
10"
7' -
2"
FINISH FLOOR
K7
A2.81M SIM
K5
A2.81M SIM
K7
A2.81M SIM
K5
A2.81M SIM
9"
9"
6"
6"
12" M
IN.
APPLY PRIMER TO SILL, THEN INSTALL 12" SILL MEMBRANE FLASHINGINTO OPENING 3" (IT SHOULD BE EQUAL TO WIDTH OF WINDOW PLUSWIDTH OF EACH JAMB FLASHING) LEAVE 9" BOTTOM EDGE FREE FORFUTURE INSTALLATION OF BUILDING PAPER.
APPLY PREFABRICATED CORNER REINFORCING AT ALL SILL CORNERS
APPLY PRIMER PRIOR TO HEAD AND JAMB MEMBRANE INSTALLATION
INSTALL 9" MEMBRANE FLASHING 3" INTO OPENING PER DETAIL TO BOTHJAMBS (ONLY ONE SIDE SHOWN FOR CLARITY)
INSTALL 9" MEMBRANE FLASHING AT HEAD
13
12
10
115
18
9
4
3
3
2
1
1
2
3
4
5
9
10
11
12
13
14
GENERAL NOTES:1. CONTRACTOR IS SOLELY RESPOBISBLE FOR MEANS AND
METHODS.SEQUENCE IS SHOWN FOR CLARITY TO OVERLAPPNGMATERIAL ONLY.
2. CHECK ALL CONDITIONS TO ENSURE COVERAGE AND OVERLAP OFMULTIPLE PIECES. PATCH AS NECESSARY.
3. SELF-ADHERING WATERPROOF MEMBRANE SHALL NOT BE STAPLED ATEDGES AND JOINTS (EXCEPTION TO ALLOW AT OUTER EDGES TO SECUREDURING WEATHER (WINDY)CONDITIONS.
4. PRIMER TO BE USED IN APPLYING S.A.F. TO SHEATHING AND FRAMEOPENING.
5. TOP OF J-MOLD AT JAMBS TO BE TUCKED UNDER OUTER EDGES OFHEAD FLASHING. SAME SELF-ADHERING WATERPROOFINGMEMBRANE PRODUCT SHALL BE USED IN WINDOW INSTALL ANDLATH PROCEDURES.
6. ALL SEALANTS USED AT WINDOWS SHALL BECOMPATIBLE WITH S.A.F.
INSTALL BUILDING PAPER UNDER 9" SILL MEMBRANE FLAP THEN ADHERE MEMBRANE TOPAPER
INSTALL BUILDING PAPER UP TO EDGE OF FRAME JAMBS AND THEN UP 9" ABOVE EDGEOF HEAD. (ONLY ONE JAMB SHOWN FOR CLARITY)
INSTALL 6" MEMBRANE FLASHING OVER PLASTER J-TRIM AND BUILDING PAPER ANDTHEN UP 6" ABOVE EDGE OF HEAD, BOTH JAMBS (ONLY ONE SIDE SHOWN FORCLARITY)
INSTALL GSM HEAD FLASHING (APPLY SEALANT BEAD BETWEEN WINDOW & FLASHING)
INSTALL 9" MEMBRANE FLASHING AT HEAD, REFER TO DRAWING ABOVE FOR OVERLAP.
PROVIDE CONSISTENT JOINT BETWEEN J-TRIM AND WINDOW FRAME. HEAD FLASHINGSHALL LAP OVER JAMB J METAL (NOT SHOWN)
3/8" U
.O.N
.
DOOR
VINYL THRESHOLD/FLOORING TRANSITION
RESILIENT FLOORING
CONC. SLAB
CARPET
DOOR FRAME
NOTE:VINYL THRESHOLD/FLOORING TRANSITION SHALL BE CENTERED BELOW DOOR
1/2" M
AX.
STEEL STUD CRIPPLE FRMG. TOMATCH WALL STUD SIZE.
RUNNER TRACK TO MATCH SIZE AND GA.OF STUDS. CUT FLANGES, BEND WEB UPAND FASTEN TO STUD w/ (2) #10 S.M.S.
STEEL STUD JAMB FRMG. BEYOND.
NOTE:1. FOR OPENINGS UP TO AND INCLUDING 3'-5". REFER TO DETAIL K3/-
FOR LARGER OPENINGS2. FOR USE IN INTERIOR NON-LOAD BEARING WALLS ONLY.3. DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING
MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEEDSTANDARD.
STEEL STUD CRIPPLE FRMG - MATCHWALL STUD GA. & SIZERUNNER STEEL TRACK TO MATCHWALL STUD GA. & SIZE
STEEL STUD BOX HEADER. (2) 6", 18 GA. STUDS.
18 GA. (MIN) STEEL RUNNER TRACK - SIZETO MATCH WALL STUDS.
ALTERNATE OPTION-AS AN ALTERNATE (FOR INTERIOR CONDITIONONLY), IN LIEU OF WELDING, BEND WEB &FASTEN w/ (2) #10 S.M.S. AND ATTACHFLANGES TO JAMB STUDS w/ (2) #10 S.M.S.PER FLANGE.
ALTERNATE OPTION -AS AN ALTERNATE (FOR INTERIOR CONDITION ONLY), IN LIEU OFWELDING, CUT FLANGES AND EXTEND WEB 3" BEYOND EA. SIDEAND ATTACH FLANGES TO JAMB STUDS w/ (4) #10 S.M.S. PERFLANGE.
STEEL STUD JAMB FRMG. BEYOND.NOTE:1. FOR INTERIOR OPENINGS GREATER THAN 8'-0" AND UP TO 14'-0" OR EXTERIOR
OPENINGS GREATER THAN 3'-5" AND UP TO 8'-0".2. AT EXTERIOR WALL CONDITION, HEADER STUDS AND RUNNING TRACKS SHALL
MATCH WALL STUD GA.3. DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING
MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEED STANDARD.
1/16"
1/16" 1-16
JAMB MEMBRANEFLASHING INTOOPENING
SILLMEMBRANEFLASHING
SILL MEMBRANEFLASHING (NOTHATCHED FORCLARITY)
JAMB MEMBRANEFLASHING OVERPLASTER J-TRIM
NOTE:WINDOW NOTSHOWN FOR CLARITY
PRE-FABCORNERSUNDER SILLMEMBRANEFLASHING
6"
5/8" TYPE 'X'GYP. BD.
H.M. DOOR FRAME
JAMB ANCHORPER DOOR MFR.
DOOR PER SCHED.CONT. SEALANT BEAD,TYP. BOTH SIDES
5/8" TYPE 'X'GYP. BD.
DBL. STUD JAMBFRMG., TYP.
NOTE:PROVIDE LABELED DOORAND FRAME AT RATEDCONDITION.
DOOR OPENINGSEE DOOR SCHED.
OBSTRUCTION, TYP. BOTH SIDES
4" MIN. TO WALL OR
BY O
VERA
LL W
ALL T
HICK
NESS
+1"
FRAM
E DE
PTH
TO B
E DE
TERM
INES
CONT. SEALANTBEAD, TYP. BOTHSIDES
STEEL STUD FRAMING,TYP.
BOX HEADERWHERE OCCURS,SEE K3/- FORADDITIONAL INFO.
GYP BD, TYP.
H.M. DOOR FRAME
DOOR, PER SCHED.
NOTE:PROVIDE LABELED DOORAND FRAME AT RATEDCONDITION.
DO
OR
OPE
NIN
GSE
E D
OO
R S
CH
ED.
BY OVERALL WALL THICKNESS +1"
FRAME DEPTH TO BE DETERMINED
1/2" TYP.
2" M
IN. O
VER
LAP
JAM
B FL
ASH
ING
2" MIN. OVERLAP
JAMB FLASHING
HEADMEMBRANEFLASHING INTOOPENING
METAL FLASHING
JAMB MEMBRANEFLASHING INTOOPENING
NOTE:WINDOW NOTSHOWN FORCLARITY
HEAD MEMBRANEFLASHING OVERHEAD DRIPFLASHING
JAMB MEMBRANEFLASHING (OVER J-TRIM)
STEEL STUD CRIPPLE FRAMING TOMATCH WALL STUD SIZE.
STEEL STUD BOX HEADER FRMG., SEE
NOTE:SEE JAMB DETAILSFOR ADDITIONAL INFO.
(3) MIN. JAMB ANCHORS PER SIDE, SHOPWELDED TO FRAME. LOCATE ABV. HINGEREINFORCEMENTS ON HINGE SIDE ANDDIRECTLY OPPOSITE ON STRIKE SIDE.
BOXED STEEL STUD JAMB FRAMING.
16 GA. (MIN) FLOOR CLIPS SECURED TOFLOOR ASSEMBLY w/ (2) ANCHORS(MIN), TYP. EA. SIDE
8" M
AX.
14" M
AX.
H3
A2.81M
K3
A2.81M
FLOOR FINISH -SEE PLAN
COMPRESSIBLE FILLER
CONC. WALK
CONT. SHT. MTL. FLASHINGFORMED AS SHOWN AND WITHHEMMED EDGE UNDERTHRESHOLD, EXTEND FROMUNDER THRESHOLD AND INTOEXPANSION MATERIAL
ADA COMPLIANT ALUM.THRESHOLD SET IN FULLBED OF MASTIC
DOOR AS SCHEDULED
DOOR FRAMEBEYOND
ATTACH THRESHOLD w/ #10FH CONC. SCREWS @ 12" O.C.MAX. - 2" MAX. FROM EA. END- SET SCREWS IN SEALANT
3"
SEALANT
21
MAX1/4"
MAX1/2"
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
14 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
DOOR & WINDOWSCHEDULE / DETAILS
A2.81M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0"DOOR LEGEND
DOOR SCHEDULE MODULAR
DOOR FRAME RATINGHDW GROUP REMARKS# W H THICK TYPE MATL FINISH TYPE MATL FINISH HEAD JAMB THRESH FIRE STC
101B 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P K7/A2.81M K5/A2.81M - - - 02 DELETE SEALS, THRESHOLD104B 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 06106 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05107 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P H1/A8.31M K1/A8.31M H1/A2.81M - - 02108 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05109 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05110 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05112 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - - 05
113A 3' - 0" 7' - 0" 1 3/4" SV HM P S HM P K7/A2.81M K5/A2.81M - - 45 06113B 3' - 0" 7' - 0" 1 3/4" NV HM P S HM P H1/A8.31M K1/A8.31M H1/A2.81M - - 07114 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 04115 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 03116 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 04117 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 03118 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01119 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01120 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01121 3' - 0" 7' - 0" 1 3/4" F WD ST S HM P K7/A2.81M K5/A2.81M - - 45 01122 3' - 0" 7' - 0" 1 3/4" FV WD ST SF AL FF H1/A8.31M K1/A8.31M - 45 01
1/4" = 1'-0"WINDOW LEGEND
ILLUMINATED EXIT SIGN NOTES1. EXIT DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.
2. EXIT ACCESS DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREASTHAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS.
3. ILLUMINATED EXIT SIGNS ARE SHOWN ON THE ARCHITECTURAL CEILING PLAN FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SIGNS.
DOOR NOTES:1. ALL RATED DOORS ARE TO BE POSITIVE LATCHING AND SELF-CLOSING.
2. "LABEL" SHALL MEAN "FIRE ASSEMBLY" AS DEFINED IN 2013 CBC SECTION 716.5.
3. FIRE DOORS AND FIRE WINDOWS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THE FIRE PROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHEREFABRICATION AND ASSEMBLY ARE DONE. (2013 CBC SECTIONS 716.5.7.1 AND 716.5.8.3)
4. ALL 60-MINUTE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES ANDACROSS THE TOP. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S". (2013 CBC SECTION716.5.7.3)
5. FIRE RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. (NFPA 80.)
6. ROOMS NOTED AS INCIDENTAL USE AREAS SHALL HAVE DOORS THAT ARE SELF-CLOSING OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE. DOORS SHALL NOT HAVE AIR TRANSFEROPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80, TABLE 1-11.4.
7. ALL HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TOGRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVETHE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE,PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2013 CBC 11B-309)
8. DOOR AND WINDOW SIZES MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT.
1/2" = 1'-0" H9WINDOW FLASHING AT WINDOWS
3" = 1'-0" K1THRESHOLD -
CARPET TO RESILIENT FLOORING
3" = 1'-0" H3STEEL STUD INTERIOR DOOR HEADER
3" = 1'-0" K3STEEL STUD DOOR HEADER 1 1/2" = 1'-0" K11MEMBRANE FLASHING AT JAMB / SILL
6" = 1'-0" K5INTERIOR H.M. DOOR JAMB 6" = 1'-0" K7INTERIOR H.M. DOOR HEAD
1 1/2" = 1'-0" K9MEMBRANE FLASHING AT HEAD
3" = 1'-0" H5DOOR ANCHORS AT STUD WALL 3" = 1'-0" H1ALUM THRESHOLD AT EXTERIOR DOOR
3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA OFFICE CL3151 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES
Hardware Group 01
1 EA CONT HINGES 24HD EPT 628 IVES1 EA ELEC PANIC RX-3547A-L-17 626 VON DUPRIN1 EA POWER TRANSFER EPT10 689 VON DUPRIN1 EA MORTISE CYLINDER 1080-CT6 x CYLINDER COLLAR 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA PULL VR900-NL 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 EA DOOR SWEEP 200NA CL NGP1 EA KICKPLATE 8400 10" x 34" B4E 630 IVES1 SET SEALS1 EA THRESHOLD PER DETAIL AL NGP1 EA POWER SUPPLY PS914 900-2RS LGR VON DUPRIN1 EA CARD READER BY ACCESS CONTROL SUPPLIER
Hardware Group 02
3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA PRIVACY CL3120 626 CORBIN-RUSSWIN1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES
Hardware Group 03
3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA PUSH/PULL 8200 / 8103EZ 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 SET SEALS 5050CL CLR NGP1 EA WALL STOP WS407CCV 626 IVES2 EA KICKPLATE 8400 10" x 34" B4E 630 IVES
Hardware Group 04
3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA STOREROOM CL3157 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA WALL STOP WS407CCV 626 IVES
Hardware Group 05
3 EA HINGES 5BB1HW 4.5x4.5 NRP 652 IVES1 EA COMMUNICATING CL3162 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA WALL STOP WS407CCV 626 IVES
Hardware Group 06
Hardware Group 07
1 EA CONT HINGES 24HD EPT 628 IVES1 EA POWER TRANSFER EPT10 689 VON DUPRIN1 EA MORTISE CYLINDER 1080-CT6 x CYLINDER COLLAR 626 CORBIN-RUSSWIN1 EA STD IC CORE 8000-6 626 CORBIN-RUSSWIN1 EA PULL VR900-NL 626 IVES1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN1 EA ELECTRIC STRIKE 7110 626 ADAMS RITE1 EA DOOR SWEEP 200NA CL NGP1 EA KICKPLATE 8400 10" x 34" B4E 630 IVES1 SET SEALS1 EA THRESHOLD PER DETAIL AL NGP1 EA POWER SUPPLY PS914 900-2RS LGR VON DUPRIN1 EA CARD READER BY ACCESS CONTROL SUPPLIER1 EA LATCH GUARD
D1A3.21
D8A3.21
FINISH FLOOR0"
1 3 4 5 6 7 8
A A A A AA AA AA
T.O. MODULARPARAPETFRAMING
12' - 6"
6
1
3
4 TYP.
TYP.
5
2' -
6"2'
- 6"
2' -
6"2'
- 6"
2 5.8
CP1
MP2
SITE-BUILT COMPONENTSSHOWN FOR REFERENCE ONLY
PAINTED STL CANOPY BYMODULAR MANUF (EP1)
1.1
T.O. ROOF18' - 10 1/2"
3.8 5.63.4
ROOF DRAIN OVERFLOW,TYP OF (3) THIS ELEVATION
77
F9
A9.10M
2
FINISH FLOOR0"
AD
8" H. x 3" D. INTERNALLY ILLUMINATEDCHANNEL LETTERS - ARIAL TYPE FACE
A
T.O. MODULARPARAPETFRAMING
12' - 6"
2' -
6"2'
- 6"
2' -
6"2'
- 6"
2' -
6"
1
6
5
4 TYP.
BCE
OPEN TOBEYOND
3 TYP.
D
C.1D.9
T.O. ROOF18' - 10 1/2"
P1P4
BUILDING TIE-INBUILDING TIE-IN B1F9
A9.10M
FINISH FLOOR0"
1345678
AA AA A
T.O. MODULARPARAPETFRAMING
12' - 6"
3
4
1
TYP.
TYP.
TYP.
6
25.8
OPEN TOBEYOND
SITE BUILT COMPONENTHIDDEN FOR CLARITY
PLY1 P4PLY1CP1
2' -
6"2'
- 6"
2' -
6"2'
- 6"
1.1
T.O. ROOF18' - 10 1/2"
3.85.6 3.4
BUILDING TIE-IN
7
ROOF DRAIN OVERFLOW -TYP OF (2) THIS ELEVATION
FINISH FLOOR0"
A D
T.O. MODULARPARAPETFRAMING
12' - 6"2'
- 6"
2' -
6"2'
- 6"
2' -
6"2'
- 6"
1
4 TYP.
5
6
B C EK3A3.21M C.1 D.9
T.O. ROOF18' - 10 1/2"
7 7
F9
A9.10M
EXTERIOR FINISH MATERIALSCP1 CEMENT PLASTER
MANUFACTURER:PRODUCT:TEXTURE:COLOR:
CP2 CEMENT PLASTERMANUFACTURER:PRODUCT:TEXTURE:COLOR:
MP1 CORRUGATED METAL PANELMANUFACTURER:PRODUCT:COLOR:
MP2 METAL CAP FLASHINGMANUFACTURER:PRODUCT:COLOR:
MP3 METAL FASCIA PANELSMANUFACTURER:PRODUCT:COLOR:
EP1 EXTERIOR PAINTMANUFACTURER:PRODUCT:COLOR:
EP2 EXTERIOR PAINTMANUFACTURER:PRODUCT:COLOR:
GENERAL NOTES:1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION
2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.
3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.
4. SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDINGMANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.
5. INSTALL CEMENT PLASTER IN CONFORMANCE WITH CBC SECTION 2512.
6. COORDINATE CONNECTION OF SITE-BUILT EXTERIOR BUILDING FINISHES TOMODULAR BUILDING EXTERIOR FINISHES. SEE FLOOR PLAN AND SECTIONSFOR POINTS OF CONNECTION.
1
EXTERIOR ELEVATION KEYNOTE LEGEND
2 MODULAR MANUFACTURER'S STANDARD TRIM AT MOD LINE
3
4
5
ALUMINUM STOREFRONT WINDOW SYSTEM
ALUMINUM SUNSHADE
6 PRE-FINISHED ALUMINUM CAP FLASHING
CEMENT PLASTER FINISH
ALUMINUM CEMENT PLASTER REVEAL
7 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL
M WINDOW TYPE - SEE SHEET A2.81M
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
19 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
EXTERIOR ELEVATIONS- MODULAR
A3.11M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" C3WEST ELEVATION
1/4" = 1'-0" K7NORTH ELEVATION
1/4" = 1'-0" F3EAST ELEVATION
1/4" = 1'-0" K1SOUTH ELEVATION
FINISH FLOOR0"
A D
T.O. MODULARPARAPETFRAMING
12' - 6"
B C E
1 1/2" 12"
LIEUTENANT121
DISPATCH/RECEPTION
122INTERVIEW
104
HALL107
STORAGE103
K3A3.21M
CONC FILLED MTL DECK
CONC FOUNDATIONSYSTEM
SINGLE-PLY MEMBRANEROOFING O/ TAPERED RIGIDINSULATION O/ METAL DECK
C.1 D.9
T.O. ROOF18' - 10 1/2"
ALUM SUNSHADE
CONC MOW STRIP
FINISH FLOOR0"
A D
T.O. MODULARPARAPETFRAMING
12' - 6"
B C
PREBOOKING /BOOKING
113
HALL107
K3A3.21M
CONC FILLED MTL DECK
CONC FOUNDATIONSYSTEM
SINGLE-PLY MEMBRANEROOFING O/ TAPERED RIGIDINSULATION O/ METAL DECK
C.1 D.9
T.O. ROOF18' - 10 1/2"
ALUM SUNSHADE
FINISH FLOOR0"
1 3 4 5 6 7 8
T.O. MODULARPARAPETFRAMING
12' - 6"
2 5.8
G3A3.21M
C3A3.21M
LOBBY101
HALL107
RECORDS109
PATROL / REPORT111
PREBOOKING /BOOKING
113 CONC FILLED MTL DECK
CONC FOUNDATIONSYSTEM
SINGLE-PLY MEMBRANEROOFING O/ TAPERED RIGIDINSULATION O/ METAL DECK
1.1
T.O. ROOF18' - 10 1/2"
3.8 5.63.4
COORDINATEINTERFACE
GENERAL NOTES1. CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGSB. SITE BUILT CONSTRUCTION
2. SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDINGCOMPONENTS ONLY.
3. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATIONWITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALLBUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.
4. SITE BUILT COMPONENTS WILL REQUIRE PENETRATION THROUGH MODULARBUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURERSHALL ACCOUNT FOR COORDINATION REQUIRED.
5. BASIS OF DESIGN SHOWN IN BUILDING SECTIONS IS CONCRETE FILLED METALPAN DECK FLOOR FRAMING SYSTEM OVER CRAWL SPACE. SLAB-ON-GRADECONSTRUCTION IS ALSO ACCEPTABLE. MANUFACTURER SHALL SUBMITPROPOSED FLOOR SYSTEM TO ARCHITECT AND DISTRICT FOR APPROVALPRIOR TO SUBMITTING BID. PROVIDE RAT SLAB AT CRAWL SPACE WITH AREADRAINS STUBBED TO 5' FROM BUILDING FOR SITE CONTRACTOR'SCONNECTION TO STORM DRAINAGE SYSTEM.
6. MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN ANDINSTALLATION OF CONCRETE FOOTING AND FOUNDATION SYSTEMSUPPORTING MODULAR BUILDING COMPONENTS. MODULAR BUILDINGMANUFACTURER SHALL COORDINATE THE INSTALLATION AND DESIGN OFTHESE ELEMENTS WITH DESIGN AND INSTALLATION OF FOOTING ANDFOUNDATION SYSTEMS FOR SITE BUILT ELEMENTS.
7. SITE BUILT COMPONENT IS DESIGNED TO BE STRUCTURALLY INDEPENDANTOF THE MODULAR STRUCTURE. MOVEMENT JOINTS BETWEEN THE TWOSTRUCTURES ARE NOT PART OF THE MODULAR CONTRACT.WHILE MODULAR MANUFACTURER IS NOT RESPONSIBLE FOR INSTALLATIONOF MOVEMENT JOINTS, COORDINATION OF INTERSECTION OF MODULARCOMPONENTS WITH DESIGN TEAM TO DEVELOP INTERSECTION DETAILSWITH SITE BUILT COMPONENTS IS PART OF THE SCOPE.
8. PROJECT WILL ULTIMATELY GO THROUGH DIVISION OF THE STATEARCHITECT (DSA) FOR REVIEW. WHILE NOT REQUIRED, PC DRAWINGS FORMODULAR BUILDING COMPONENETS ARE PREFERRED TO FACILITATEREVIEW.
LEGEND:SITE BUILT CONSTRUCTION - NIC
NOT IN SCOPE
MODULAR CONSTRUCTION
MODULAR MANUFACTURER COORDINATIONWITH DESIGN TEAM REQUIRED
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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B
A
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A
J
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D
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
23 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
BUILDING SECTIONS -MODULAR
A3.21M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" G3BUILDING SECTION
1/4" = 1'-0" C3BUILDING SECTION
1/4" = 1'-0" K3BUILDING SECTION
B1
A9.10M
P4
PL1
B1
P4
B1B1
A9.10M
PL1
OPEN TOBEYOND
B1
P4
WP1
03
07 09
CT2
WP1
06
09
0602
0804
P1
T2T201
07
P1
T2
P1
T2
P1
T2
15" D
3264' - 3" W
15" D
3022' - 7 1/4" W
24" D
2541' - 3" W
24" D
1543' - 0" W
H1
A9.10M
B5
A9.10M
MICRO.
MICRO.
2' -
10"
1' -
11"
3' -
3"
D5
A9.10M
2' -
0"
B7
A9.10M
P4
B1
P1
B1
DIAGONALLY HATCHED AREANOT IN MODULAR SCOPE, TYP
PL1
TOP OF WALL INMODULAR SCOPE
P1
P1
B1
PL1
NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIESTO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.
COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574
SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.
TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700FLOOR-TO-CEILING
PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.
WASTE RECEPTACLE, O.F.O.I.
36" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
48" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460
COMBI TOILET / SINK, MFR: ACORN, MODEL #1449
RESTROOM ACCESSORIES
01
02
04
05
06
08
07
03
09
B1
P1
STL COLUMN UNDER SITE-BUILT CONTRACT -COORDINATE W/ ARCHITECTP1
B1
STL COLUMN UNDER SITE-BUILT CONTRACT -COORDINATE W/ ARCHITECT
PL1
B1
A9.10M
C1 CARPET TILEMANUFACTURER: PATCRAFTPRODUCT:TEXTURE:COLOR:
RF1 RESILIENT LINOLEUM SHEET FLOORINGMANUFACTURER: FORBOPRODUCT: MARMOLEUMTEXTURE: STRIATOCOLOR: FRESH WALNUT 5229
T1 CERAMIC FLOOR TILEMANUFACTURER: DAL-TILEPRODUCT: KEYSTONESCOLOR: TO BE SELECTED BY ARCHITECT
T2 CERAMIC WALL TILEMANUFACTURER: DAL-TILEPRODUCT: MODERN DIMENSIONSCOLOR: TO BE SELECTED BY ARCHITECT
WP1 FRP WALL PANELSMANUFACTURER: MARLITEPRODUCT: INDUROCOLOR: TITANIUM
B1 RUBBER BASEMANUFACTURER: JOHNSONITEPRODUCT: TRADITIONAL 4"COLOR: TO BE SELECTED BY ARCHITECT
P1 INTERIOR PAINTMANUFACTURER: TBDPRODUCT:COLOR: "WHITE" (TO MATCH EP1)
P2 INTERIOR PAINT ACCENT COLORMANUFACTURER: TBDPRODUCT:COLOR: "GRAY" (TO MATCH EP2)
P3 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: "RED" (TO MATCH EP3)
P4 INTERIOR PAINT ACCENT COLORMANUFACTURER:PRODUCT:COLOR: ACCENT COLOR TBD
SC1 SEALED CONCRETE
INTERIOR MATERIALS LEGEND
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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J
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H
G
F
E
D
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B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
27 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
INTERIOR ELEVATIONS
A5.01M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" B2111 PATROL/REPORT 1/4" = 1'-0" B4111 PATROL/REPORT
1/4" = 1'-0" B6111 PATROL/REPORT 1/4" = 1'-0" B8113 BOOKING
1/4" = 1'-0" B11113 BOOKING
1/4" = 1'-0" D4117 RESTROOM (115 SIM OPP HAND) 1/4" = 1'-0" D6117 RESTROOM (115 SIM OPP HAND)
1/4" = 1'-0" D8117 RESTROOM (115 SIM OPP HAND) 1/4" = 1'-0" D11117 RESTROOM (115 SIM OPP HAND)
1/4" = 1'-0" K3119 BREAKROOM
1/4" = 1'-0" G4122 DISPATCH 1/4" = 1'-0" G6122 DISPATCH
1/4" = 1'-0" G8122 DISPATCH 1/4" = 1'-0" G11122 DISPATCH
INTERVIEW104
DISPATCH/RECEPTION
122
LOST & FOUND110
EVIDENCESTORAGE
108
IT106
RECORDS109
MEN114
WOMEN116
CORPORAL120
BREAK ROOM119
PARKING OFFICER118
RESTROOM115
PREBOOKING /BOOKING
113
LIEUTENANT121
PATROL / REPORT111
RESTROOM117
POLICE AIDEEQUIP
112
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
9' - 0"
9' - 0" 9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
EQ EQ
EQ6'
- 0"
6' -
0"
HALL107
9' - 0"
9' - 0"
EQ EQ
EQEQ
9' - 0"MOD-LINE BEAMS
2 2
B
B C
E
E
5.8 5.8
OPEN TOABOVE
OPEN TOABOVE
AR
EA R
EQU
IRIN
G C
OO
RD
INAT
ION
WIT
H S
ITE
BU
ILT
G3A3.21M
C3A3.21M
K3A3.21M C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
STL CANOPY - PAINT EP1
LOCKERROOM
116A
LOCKERROOM
114A
1. SEE SHEET A2.31M FOR MATERIALS LEGEND.
2. ELEVATIONS SHOWN ARE RELATIVE TO FINISH FLOOR.
3. ALL GYP. BOARD CEILINGS AND UNDERSIDE OF SOFFITS TO BE PAINTED P1U.O.N.
4. SEE SHEET A9.60M FOR TYPICAL CEILING DETAILS.
5. UNLESS OTHERWISE NOTED, CENTER ACOUSTICAL CEILING GRID INROOM IN BOTH DIRECTIONS.
6. SEE ELECTRICAL DRAWINGS FOR LUMINAIRE SCHEDULE.
REFLECTED CEILING PLAN GENERAL NOTES
REFLECTED CEILING PLAN LEGEND
AC1, UNLESS OTHERWISE NOTED ONCEILING PLAN
GYPSUM BOARD CEILING O/ MTL STUD FRAMING
CEILING HEIGHT ABOVE FINISH FLOOR11'-0"
SUSPENDED LIGHT FIXTURE -SEE ELECTRICAL
RECESSED DOWNLIGHT FIXTURE - SEE ELECTRICAL
PENDANT LIGHT FIXTURE - SEE ELECTRICAL
SURFACE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL
2x4 LIGHT FIXTURE - SEE ELECTRICAL
EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL
EMERGENCY EXIT SIGN - SEE ELECTRICAL
RECESSED LINEAR FIXTURE - SEE ELECTRICAL
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
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G
F
E
D
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B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
28 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
REFLECTED CEILINGPLAN - MODULAR
A6.01M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/4" = 1'-0" K3REFLECTED CEILING PLAN - MODULAR
N
2 LAYERS BUILDING PAPER
HEADER - SEE STRLFOR SIZES
ALUM WINDOW
RIGID INSULATION O/ MATFACED GYP SHEATHING
6" S
.A.M
.
5/8" GYP BD
J BEAD W/ WEEP
METAL FLASHING -SLOPED TO DRAIN
9" S.A.F.
8" S
.A.M
. 3 COAT CEMENTPLASTER SYSTEM O/SELF-FURRING LATH
L TRIM & SEALANT
WALL - TYPE PER PLAN
5/8" GYP BD
ALUM WINDOW
BACKER ROD & SEALANT(1/4" MIN.-3/8" MAX)
RIGID INSULATION O/ MATFACED GYP SHEATHING
6" S.A.M.
8" S.A.M.
J MOLD
2 LAYERS BUILDING PAPER
MTL CORNER BEAD
L TRIM & SEALANT
3/4" MDF WINDOW SILLWITH SEALANT
ALUM WINDOW
RIGID INSULATION O/ MATFACED GYP SHEATHING
BUILDING PAPER
J-BEAD (NO WEEP)o/ WINDOW FIN
SEALANT
SHIM AS REQUIRED
4" S
.A.M
.
1' -
0" S
.A.M
.
CONT.SEALANTBEAD
DOOR PER SCHEDULE
ANCHORPER
SEALANT
J-MOLD PLASTER STOP,PAINT TO MATCH PLASTERFINISH
METAL DRIP FLASHING"I", PAINT TO MATCHDOOR FRAME, SEE
NOTE:PROVIDE LABELED DOOR ANDFRAME AT RATED CONDITION.
BY OVERALL WALL WIDTH + 1 1/4"
FRAME WIDTH TO BE DETERMINED
K3
A8.31M
6" S.A.F. OVER J-MOLD
8" S.A.F. OVER G.S.M. DRIP
12" S.A.F. TO WRAPINTO DOOR OPENING
HM FRAME PER SCHEDULE
MIN. TO WALLOR OBSTRUCTION,TYP. BOTH SIDES
DBL. STUD JAMBFRMG., TYP.
JAMB ANCHOR PER DOOR MFR.
CONT. SEALANT BEAD
DOOR PER SCHED.
H.M. DOOR FRAME
NOTE:PROVIDE LABELED DOOR ANDFRAME AT RATED CONDITION.
J-BEAD PLASTER STOPWITH BACKER ROD &SEALANTS.A.F., WRAP INTODOOR OPENING
SHT. MTL. DIVERTERFLASHING w/ 1/2" LEG
DOOR OPENINGSEE DOOR SCHED.
4"
8"
4"
3/8"
VARIES
4"
3/8"
MIN
.
3"
VARIES
SLOPE TODRAIN
1/2"
HEAD FLASHING "I"
THRESHOLD FLASHING "G"
SLOPE
3/8"
VARIES
4"
TRESHOLD FLASHING "H"
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
30 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
EXTERIOR WINDOW /DOOR DETAILS
A8.31M
01.22.2016
985-0007
MODULAR BIDPACKAGE
3" = 1'-0" B1WINDOW HEAD
AT CEMENT PLASTER
3" = 1'-0" F1WINDOW JAMB
AT CEMENT PLASTER
3" = 1'-0" D1WINDOW SILL AT CEMENT PLASTER
3" = 1'-0" H1H.M. DOOR HEAD AT PLASTER FINISH
3" = 1'-0" K1H.M. DOOR JAMB AT PLASTER FINISH 3" = 1'-0" K3DOOR FLASHING PROFILES
FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA2
5/8" DENSSHIELDTILE BACKER BOARD
3 5/8" x 20GA MTLSTUDS @ 16"O.C. (MAX)
VENEER ONE SIDE
5/8" GYP (1 SIDE)
1/2" MAT FACED GYP BOARD
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
5/8" GYP(1 LAYER EA. SIDE)
6" x 20GA MTL STUD@ 16" O.C. (MAX)
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: 45
5/8" TYPE "X" EA. SIDE
3 5/8" x 20GA METALSTUDS @ 16" O.C. (MAX)
BATT INSULATION
5/8" GYPSUM BOARD
3 5/8" X 20GA METAL STUDS@ 16" O.C., TYPICAL
BATT INSULATION
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
5/8" TYPE 'X' GYP. BOARD(1 LAYER )
6" X 20GA METAL STUDS@ 16" O.C., TYPICAL
BATT INSULATION
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
3 COAT CEMENT PLASTER SYSTEM
SELF-FURRING METAL LATH
(2 LAYERS) GRADE "D" BLDG. PAPER
1" RIGID INSULATION
5/8" MAT FACED GYP
NOTE: WHERE GYP. SHTG. IS INSTALLEDOVER STRUCTURAL SHTG., THE LENGTHOF FASTENERS SHALL BE INCREASEDBY AN AMOUNT EQUAL TO THETHICKNESS OF THE STRUCTURAL SHTG.
6" x 20 GA METAL STUDS@ 16" O.C.
ACOUSTIC BATT INSULATION
FIRE RATING: NAGA FILE NO.: NAACOUSTICAL RATING: 50PENETRATIONS: ACOUST. SEAL
NOTE: WHERE FACE LAYER OFGYPSUM BOARD OF THIS WALLDOES NOT ALIGN WITH THE GYPSUMBOARD FINISH OF AN ADJACENTWALL TYPE, ADDITIONAL LAYER(S)OF GYPSUM BOARD SHALL BEADDED ALONG THE ADJACENTWALL TO ALIGN THE FINISHES. THEADDITIONAL LAYER(S) SHALLCONTINUE UNTIL THE SURFACE ISINTERRUPTED BY AN INTERSECTINGWALL, COLUMN, OR OTHERNATURAL TRANSITION POINT.
5/8" GYPSUM BOARD
NOTE: ELECTRICAL BOXES ON OPPOSITESIDES OF WALL SHOULD BE OFFSETFROM EACH OTHER A MINIMUM OF 24"
(2) LAYERS 5/8" GYPSUM BOARD
3 5/8" x 20 GA METAL STUDS @16" O.C., TYPICAL
BATT INSULATION
FIRE RATING: 0 HOURGA FILE NO.: NAACOUSTICAL RATING: 50-54PENETRATIONS: ACOUST. SEAL
NOTE: WHERE FACE LAYER OF GYPSUM BOARD OFTHIS WALL DOES NOT ALIGN WITH THE GYPSUMBOARD FINISH OF AN ADJACENT WALL TYPE,ADDITIONAL LAYER(S) OF GYPSUM BOARD SHALL BEADDED ALONG THE ADJACENT WALL TO ALIGN THEFINISHES. THE ADDITIONAL LAYER(S) SHALL CONTINUEUNTIL THE SURFACE IS INTERRUPTED BY ANINTERSECTING WALL, COLUMN, OR OTHER NATURALTRANSITION POINT.
5/8" GYP. BOARD
(2) LAYERS 5/8" GYP. BOARD
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
5/8" DENSSHIELD
3 5/8" x 20GA METALSTUDS @ 16" O.C. (MAX)
TILE/ VENEER
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
5/8" GYPSUM BOARD
6" X 20GA METALSTUDS @ 16" O.C.
3/4" PLYWOOD
FIRE RATING: N/AGA FILE NO.: N/AACOUSTICAL RATING: N/A
5/8" GYPSUM BOARD
3 5/8" x 20 GA METALSTUDS @ 16" O.C. (MAX)
3/4" PLYWOOD
FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA
3/8" BULLET RESISTANTFIBERGLASS PANELPROTECTION LEVEL 2
6" X 20GA METALSTUDS @ 16" O.C.
5/8" GYP
FIRE RATING: NA.GA FILE NO.: NAACOUSTICAL RATING: NA
5/8" HIGH IMPACTGYP BD
3 5/8" X 20 GA METALSTUDS @ 16" O.C.
FRP ONE SIDE
5/8" GYP (1 SIDE)
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
32 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
EXTERIOR & INTERIORWALL ASSEMBLIES
A9.00M
01.22.2016
985-0007
MODULAR BIDPACKAGE
3" = 1'-0" IS0-50-073 5/8" MTL GYP / VENEER
3" = 1'-0" IS0-00-086" MTL / GYP EA SIDE
3" = 1'-0" IS0-45-013-5/8" MTL GYP / GYP 3" = 1'-0" IS0-00-043 5/8" MTL FURRING
3" = 1'-0" ES0-00-016" MTL W/ PLASTER W/1"RIGID
3" = 1'-0" IS0-50-006" MTL 2GYP/1GYP
3" = 1'-0" IS0-50-013-5/8" MTL 2GYP/1GYP
3" = 1'-0" IS0-00-013-5/8" MTL / VEN. 1 SIDE 3" = 1'-0" IS0-00-146" MTL PLY / GYP
3" = 1'-0" IS0-00-133 5/8" MTL PLY/GYP
3" = 1'-0" IS0-00-116" MTL GYP-BULLET/GYPALTERNATE
3" = 1'-0" IS0-00-123 5/8" MTL IMPACT GYP-FRP / GYP
COUNTERTOP WITH INTEGRAL BACKSPLASH, SIDE SPLASH (WHEREOCCURS), AND FACE PIECE OVER3/4" PLYWD. AS REQUIRED FORCOUNTER AND LAVATORY SUPPORT
4" U
.O.N
.
27" M
IN. K
NEE
CLE
ARAN
CE
2'-1
0" M
AX. T
.O.
FIN
ISH
FLO
OR
A9.10MD1
EQ.
34" MAX.A.F.F.
27" MIN. A.F.F.KNEE CLEARANCE
SECTION
WOOD SCREWS #12 X 3/4"(3) PER BRACE - DRILLTHROUGH FACE OF HSS1/2" DIA. BOLT THRU STUDSAT BRACE (MIN 3 PER BRACE)
2" x 2" x 1/4" HSS W/ 1/8"PL CAP ON EXPOSEDEND - GRIND SMOOTH &PAINT
ISOMETRIC VIEWMITER & WELDCORNER
(2) STEEL STUDFRAMING. 16 GA.MIN.
BRACE @ 36"O.C. MAX
PLAN VIEW
1'-8
"
3"7"
7"3" 2'-0"
5"8"
8"3"
EQ.CONCEALED BRACEWHERE OCCURS
STEEL ANGLE(2" X 3" X 1/4"), TYP. -CLIP VERT LEG ATCONCEALED BRACESUPPORT
LINE OF WALL W.O.
COUNTERTOPATTACHED TOSUPPORTFRAME WITHWOOD SCREWSAT 8" O.C..
WELDCONNECTION &GRIND SMOOTH,TYP.
SHEET METAL SCREW(#14 @ 12" O.C. MIN 3 PERSIDE) INTO MTL STUD BACKING
NOTE: ENTIRE FABRICATION TO BE PAINTED BLACK U.O.N.
D1
A9.10M
RESILIENT BASETO MATCH ROOM
FLOORING TO CONTINUEUNDER COUNTER TO BACKWALL
INTERIOR OF CASEWORKTO BE HPDL TO MATCHEXTERIOR, TYP
WRAP SINK PIPES, DRAINPIPES AND TRAPS PERTITLE 24 REQUIREMENTS
SINK - SEE PLUMBINGFIXTURE SCHEDULE
P-LAM. COUNTERTOP- SEE FINISH PLANS
4" HIGH BACKSPLASH AND SIDESPLASH (WHEREOCCURS)
T.O
. RIM
2' -
10" M
AX
CLR
2' -
3" M
IN5"
1 1/
2"
FIXE
DPA
NEL
2'-0" U.O.N.
BACK PANEL SHALLBE MELAMINE OVER1/2" MDF BOARD
RESILIENT BASETO MATCH ROOM
2' -
10" M
AX
1 1/
2"
P-LAM. COUNTERTOP, UNO- SEE FINISH SCHEDULEFOR MORE INFORMATION
DRAWER UNIT W/MTL. GLIDEHARDWARE
4"
A9.10MB3 TYP.
(4) E
Q S
PAC
ES
2' -
4 1/
2"
WIRE PULLS, TYP
MAX
2' - 0"
2 X 6 FLAT BLOCKING 6 X 16 GA. CONTINUOUSSHEET METAL STUD
STEEL MACHINE SCREW.
#14 X 3" MODIFIEDTRUSS HEAD SCREW @16" O.C. MIN. 2 PERCABINET
TYPICAL BLOCKING ATMETAL STUDS
TYPICAL BLOCKING ATWOOD STUDS
NOTE: EACH CABINET OR UNDIVIDED SPAN SHALL HAVE A MINIMUM OF4 ANCHORAGE FASTENERS; 2 AT TOP AND 2 AT BOTTOM. MAXIMUMHORIZONTAL SPACING TO BE 16" O.C. OR 12" O.C. IF CABINET OVER48"H. ANCHORAGE FASTENERS TO BE LOCATED WITHIN 2" OF THEOUTSIDE TOP OR BOTTOM AND WITHIN 2" OF THE OUTSIDE END
ADJUSTABLE SHELVES,TYP. SHELVES SHALL BEMELAMINE OVER 3/4"MDF BOARD. 5MM DIA.HOLES AT 32MMCENTERS FOR SHELVES
BACK PANEL SHALLBE MELAMINE OVER1/2" MDF BOARD
NOTE:CABINET INTERIORS SHALL BE MELAMINE,COLOR TO BE SELECTED BY ARCHITECT
TYP.
1'-0" U.O.N.
A9.10MB3
3' -
3"
1' -
3"2'
- 0"
ADJUSTABLE SHELVES,TYP. SHELVES SHALL BEMELAMINE OVER 3/4"MDF BOARD. 5MM DIA.HOLES AT 32MMCENTERS FOR SHELVES
BACK PANEL SHALLBE MELAMINE OVER1/2" MDF BOARD
PLASTIC LAMINATEDOORS, U.O.N.
U-SHAPED WIREPULL, TYP.
2' -
0" U
.O.N
.
1'-0" U.O.N.
NOTE:CABINET INTERIORS SHALL BE MELAMINE,COLOR TO BE SELECTED BY ARCHITECT
DOOR ASSCHEDULED
DOOR FRAMEBEYOND, SEEDOOR SCHEDULE
ALUM. TRANSITIONSTRIP W/ 2:1SLOPE MAX.
FINISH PER FINISHPLAN / SCHEDULE
CHANGEFLOORING UNDERCENTERLINE OFDOOR
TILE
1/4" M
AX
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
J TRIM
3 COAT CEMENTPLASTER SYSTEM
WALL TYPE PER PLAN
SITE BUILT WALL
WALL TYPE PER PLAN
TBD
TBD
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
TBD
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
J TRIM
3 COAT CEMENTPLASTER SYSTEM
WALL TYPE PER PLAN
ALUM CURTAINWALL SYSTEM
TBD
TBD
SHEET METAL CLOSURE BYSITE BUILT CONTRACTOR
WALL TYPE PER PLAN
3/4" FIRE TREATED PLYWD
MODULAR STRUCTURE
INTERIOR WALL BY SITEBUILT CONTRACTOR
MOD LINE
SHEET METAL CLOSURE BYSITE BUILT CONTRACTOR
COMPRESSIBLE INSULATION
MODULAR STRUCTURE
WALL TYPE PER PLAN
INTERIOR WALL BY SITEBUILT CONTRACTOR
MODULAR STRUCTURE
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
TBD
WALL TYPE PER PLAN
INTERIOR WALL BY SITEBUILT CONTRACTOR
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
WALL TYPE PER PLAN
WALL TYPE PER PLAN
INTERIOR WALL BY SITEBUILT CONTRACTOR
MOVEMENT JOINT BY SITEBUILT CONTRACTOR
TBD
4" X 4" X 1/4" VERTICALMETAL POST
4" X 7" X 1/4" ALUMINUMPLATE WELDED TO VERT.POST
EQ
2" X 2" 1/8" ALUM. ANGLEEACH SIDE OF 1"x3" FRAME
METAL BRACKET PERSUNSHADE MANUF.WELDED TO VERT. POST
T.O.P.12'-6"
T.O. SUNSHADE13'-9"
1" X 3" ALUMINUM FRAME
EXTRUDED ALUM.BARS @ 2 1/2" OC
SINGLE PLY ROOFINGMEMBRANE WRAP OVERTOP OF PARAPET
4" X 6" X 1/4"METAL BRACKET
4" X 4" X 1/4" METAL BRACKET
EQ
6"
PRE-FINISHED ALUMCAP FLASHING
2"
1' -
3"1'
- 0"
HEAT WELD
SEAL AT PENETRATION
2' - 0"
OVERFLOW DRAIN
SLOPE
SINGLE PLYMEMBRANE ROOFINGO/ COVER BOARD &RIGID INSULATION
METAL DECK
STEEL ANGLE
DECK CLAMP
4" RIGID INSULATION
ROOF DRAIN
CLAMP RING
NOTES:
1. ALL DRAIN BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDECOMPRESSION ON WATER-BLOCK MASTIC.
2. CUT MEMBRANE SO IT EXTENDS MIN. OF 1/2" FROM ATTACHMENTJOINTS OF THE CLAMP RING.
3. APPROX. 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIREDON ALL CUT EDGES OF MEMBRANE.
4. FILL PENETRATION VOID WITH BATT INSULATION. INSTALL RIGIDINSULATION UNDER DRAIN AS SHOWN.
GSM - PAINT TOMATCH DECK
A9.10MK1
SINGLE PLYMEMBRANE ROOFING
TAPERED RIGIDINSULATION (1:12 MAX.SLOPE)
METAL DECK -PROFILE MAY VARY
WATER BLOCK MASTICALL AROUND
ROOF DRAIN ASSEMBLYW/ DOMED STRAINER
COVER BOARD
OVERFLOW DAM 2"ABOVE ROOF DRAINFLOW LINE ATOVERFLOW DRAIN
RAINWATER LEADER
4' - 0"
3' -
0"
TAPERED RIGIDINSULATION @ROOF DRAINS
H3
A9.10M
1/2"
ALUM REVEAL - WEEP
SELF-FURRING LATH
3 COAT CEMENT PLASTER SYSTEM
MOISURE BARRIER - EXTENDUP BEHIND REVEAL
MAT FACED GYP SHEATHING
SELF-ADHERED FLASHING
LAP MOISTURE BARRIER OVERSELF-ADHERED FLASHING
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
34 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
INTERIOR / EXTERIORDETAILS
A9.10M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1" = 1'-0" B1COUNTERTOP
1" = 1'-0" D1CONCEALED BRACE SUPPORT-STEEL 1/2" = 1'-0" D3COUNTER SUPPORT PLAN VEIW
1" = 1'-0" H1SINK CABINET W/INTEGRAL TOE SPACE
1" = 1'-0" B7BASE CABINET WITH DRAWERS 3" = 1'-0" B3BLOCKING FOR WOOD OR METAL STUDS
1" = 1'-0" B5WALL CABINET W/OPEN SHELVING
1" = 1'-0" D5WALL CABINET W/DOORS
6" = 1'-0" F3TILE TO RESILIENT TRANSITION
3" = 1'-0" C11INSIDE CORNER AT MODULAR
INTERSECTION
3" = 1'-0" F11INSIDE CORNER AT MODULAR
INTERSECTION
3" = 1'-0" H5OUTSIDE CORNER AT EVIDENCE
STORAGE 3" = 1'-0" H7WALL JOINT AT INTERVIEW
3" = 1'-0" K7WALL JOINT AT INTERVIEW 3" = 1'-0" K5WALL JOINT AT INTERVIEW
3" = 1'-0" K9SECTION AT SUNSHADE
1" = 1'-0" H3ROOF DRAIN SECTION
1 1/2" = 1'-0" K1ROOF DRAIN ASSEMBLY
3/4" = 1'-0" F1ROOF DRAIN PLAN 6" = 1'-0" F9ALUMINUM REVEAL - HORIZONTAL
MAIN RUNNER, TYP.
CROSSRUNNER, TYP.
COMPRESSIONSTRUT, SEE
12GA. SPLAY BRACE WIRE (NOSPLICING ALLOWED) W/4 TIGHTTURNS IN 2" TYP.
12GA. HANGERWIRE AT 4'-0" O.C.W/ NO SPLICES
2"2"
MAXMAX
4545
4545
4'-0"
TYP.
4'-0" TYP.
FOR ADDITIONALINFO SEE
SW
N
E
B1
A9.60M
F7
A9.60M
H7
A9.60M
NOTES
1. LIGHT FIXTURES AND MECHANICAL GRILLESWEIGHING LESS THAN 54 POUNDS: INSTALLMIN. TWO 12 GA. SLACK WIRES AT DIAGONALCORNERS.SURFACE OR CEILING GRID MOUNTED LIGHTFIXTURES AND MECHANICAL GRILLESWEIGHING MORE THAN 54 POUNDS: SUPPORTINDEPENDENTLY WITH TAUT WIRES CAPABLEOF SUPPORTING 4 TIMES THE WEIGHT OF THEITEM. CEILING SYSTEM TO BE HEAVY DUTY.ATTACH ALL FIXTURES TO GRID RUNNERS TORESIST HORIZONTAL FORCE EQUAL TOWEIGHT OF FIXTURE/GRILLE.
2. TOTAL WEIGHT OF CEILING SYSTEMINCLUDING CEILING MOUNTED AIR TERMINALS,SERVICES, AND LIGHT FIXTURES DOES NOTEXCEED 4 PSF.
MAX.
4' - 0"
MAX
.
4' -
0"8"
MAX
. TYP
.
OF END T (WHICHEVER IS LESS)8" MAX. TYP. OR 1/4 THE LEGNTH
HEAVY DUTY MAINRUNNER
4-SPLAY BRACE WIRES AT 90 DEGREES, @12'-0" O.C. (NO SPLICING ALLOWED) EACHWAY
COMPRESSIONSTRUCT AT 12'-0"O.C. EACH WAY,SEE
SUSPENDEDCEILING SYSTEMCROSS RUNNER
SUSPENDEDCEILING SUPPORTWIRE AT 4'-0" O.C.EA. WAY
CROSS RUNNER AT2' X 4' CLG. TYP.
METAL STRUT SLOTTEDAT MAIN RUNNER ANDCROSS RUNNER, TYP.
SUSPENDED CEILINGSUPPORT WIRE ATPERIMETER
F3
A9.60M
F3
A9.60M
F5
A9.60M
F5
A9.60M
H7
A9.60M
F7
A9.60M
GENERAL NOTES:
1. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING:
A. PLACE SETS OF BRACING WIRES NOT MORE THAN 12 FT. X 12 FT. ON CENTER.B. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACING GIVEN IN 'A' ABOVE FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS.
2. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES.
3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTAL SUPPORT MEMBERS ATOBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS,STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS ORDISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OFPLUMB SHALL HAVE COUNTER-SLOPING WIRES.
4. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTENBRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCEOF 11/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BEINSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS ASCLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ON THAT WIRE.
5. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHESFORM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC.
6. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST AHORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. ALL LIGHTFIXTURES SHALL BE ATTACHED SECURELY TO THE GRID WITH 4 SCREWS, ONE ATEACH CORNER OF THE FIXTURE.
7. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED IN REINFORCED CONCRETEFOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OFTENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACINGWIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS OF TENSION. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRE. IF ANYSHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BETESTED.NOTES: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL INSPECTION WHENUSED IN PRESTRESSED CONCRETE.
8. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICESWEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THERUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE AMINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURES ATDIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. X 4FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.
9. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICESWEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOTLESS THAN 4 TAUT 12 GA. WIRES, EACH ATTACHED TO THE FIXTURE AND TO THESTRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTUREABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.
10. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVEDEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACHSUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS ORCLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDEADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER.
11. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THESTRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACHPENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THEFIXTURE. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESISTA HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SPECIALDETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.
ATTACH TOSTRUCTURE ABOVE
12 GA. WIRE INPLANE OF EACHRUNNER AT 45DEGREES,SECURE 2" FROMINTERSECTION
COMPRESSIONSTRUCT (SEETABLE BELOW)
MAINRUNNER
DRILL 5/32"HOLE & INSTALL1/8" BOLT &LOCKNUTCROSSRUNNER
ATTACH TORUNNER W/ 2 #8 SMS SCREW
SINGLE STUD SIZE MAX. LENGTH SPACING
2 1/2" X 25 GA. 7'-0" 12'-0" EA. WAY3 5/8" X 25 GA. 6'-9" 12'-0" EA. WAY1 5/8" X 20 GA. 10'-1" 12'-0" EA. WAY2 1/2" X 20 GA. 10'-1" 12'-0" EA. WAY3 5/8" X 20 GA. 9'-11" 12'-0" EA. WAY
DOUBLE STUD SIZE MAX. LENGTH SPACING
3 5/8" X 1 3/8" X 20 GA. 24'-0" 12'-0" EA. WAY(SCREWED TOGETHER@ 16" O.C.)
SEE FOR ADDITIONAL INFORMATION
45
45
45
45
MAX. TYP.MAX. TYP.
MAX
. TYP
.
MAX. TYP.
PER ASTM C635AND ASTM C636
B1A9.60M
F1A9.60M
BRACING NOTES:
1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND NOT ENFORCEDIN ALL SEISMIC ZONES.
2. BRACING WIRES TO BE ATTACHED MAXIMUM OF 45 DEGREES TO THE PLANE OFTHE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACEWIRES TO BE TAUT AND TIED AT BOTH ENDS WITH THREE TIGHT WRAPS
12 GA. HANGER WIRE TYP. 4'-0"O.C. (3 TIGHT WRAPS)
MAIN BEAM @4'-0" O.C.
CROSS TEES @2'-0" O.C.
12 GA. BRACEWIRES NOTE #2
VERTICAL POST
8" MAX.
7/8"
SEISMIC CLIP PERMANUFACTURER
#6 S.M.S. @ 32" O.C.
HANGER WIRE(12 GA.)
3 TIGHT TURNSWITHIN 1 1/2"
MAIN RUNNER ORCROSS RUNNER
TIGHT SCREW
1/2" MIN. CLR.
8" MAX. 8" MAX.
1 1/
2"
1/2" MIN. CLR.
1" MIN.
12 GA. HANGERWIRE W/ (3) TIGHTTURNS WITHIN 1 1/2"
T-BAR CEILING GRID SYSTEM(MAIN OR CROSS RUNNER)
12 GA. HANGEROR SPLAY BRACEWIRES
COMPRESSIONSTRUT SEE
H7
A9.60M12 GA. HANGEROR SPLAY BRACEWIRES
T-BAR CEILING GRID SYSTEM(MAIN OR CROSS RUNNER)
SLOTTED ANGLE SPACERW/ HORIZ. STEEL PIN, BOTHTO RUN CONT. AT ALL FREEEND T-BAR RUNNERS
ACOUSTICAL CEILING TILE
SEISMIC CLIP - SEE
SUSPENDED ACOUSTICAL CEILINGSYSTEM EDGE TRIM ANGLE. ATTACHTO WALL STRUCTURE (NOT FINISH)W/ #10 S.M.S. AT EA. WALL STUD. 1"MIN. EMBED IN STUD
5/8" TYPE 'X' GYPSUM BOARD
ACOUSTICALTILE CEILING
T-BAR CROSSRUNNER
T-BAR MAINRUNNER
THRUCONNECTIONW/ #6 S.M.S. TOCROSSRUNNERS
ACOUSTICAL TILE CEILING
SUSPENDED ACOUSTICAL CEILINGSYSTEM EDGE TRIM ANGLE. ATTACHTO WALL STRUCTURE (NOT FINISH)W/ #10 S.M.S. AT EA. WALL STUD. 1"MIN. EMBED IN STUD
5/8" TYPE 'X' GYPSUM BOARD
F3A9.60M
SEISMIC CLIP - SEE F5A9.60M
GYPSUM BOARD, W.O.GYPSUM BOARD
STEEL STUD FRAMING
WALL OR CEILING MOUNTEDACCESS DOOR, WITHPAINTED SURFACE, SEEFINISH PLAN (COLORS TOMATCH WALL/CEILING
#10 S.M.S. @ 24" O.C. @ EA. SIDE
SEERCP
SEERCP
5/8" GYPSUM BOARDOVER METAL STUDS
METAL CORNER BEAD,PAINT TO MATCH ADJ.SURFACES, TYP.
ACOUSTICALCEILING SYSTEM
PROVIDEDIAGONALSUPPORT PERSTRUCTURAL
6" M
IN.
CONT. 20 GAUGERUNNER
8" MAX.
3/4"7/8"
#6 S.M.S. @ 32" O.C.
HANGER WIRE(12 GA.)
3 TIGHT TURNSWITHIN 1 1/2"
MAIN RUNNER ORCROSS RUNNER
SEISMIC CLIP PERMANUFACTURER
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SSDATE
RENEWALDATE
ARCHITECTLICEN SED
CALI FORNIA
STAT E O F
TROY PENNINGTONC-31285
5-31-17
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHEDFOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOBTITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHERPARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS ANINSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALLRIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THEARCHITECT AND ENGINEER.
CONSULTANT
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D
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
XX-XXXXXX
FILE NO.7-C1
1/25
/201
6 11
:36:
36 A
M
LOS MEDANOSCOLLEGEL-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
TYPICAL CEILINGDETAILS
A9.60M
01.22.2016
985-0007
MODULAR BIDPACKAGE
1/8" = 1'-0" D5ACOUSTICAL CEILING SPLAY
1/8" = 1'-0" B1ACOUSTICAL CEILING SPLAY LAYOUT
1/2" = 1'-0" F1SUSPENDED CEILING GENERAL NOTES
1 1/2" = 1'-0" H7COMPRESSION STRUT (STUD)
1 1/2" = 1'-0" F7COMPRESSION POST 1/8" = 1'-0" F3FIXED END OF ACOUSTICAL CEILING
6" = 1'-0" H1SUSPENDED ACOUSTICAL LAY-INCEILING SYSTEM ATTACHMENTS
3" = 1'-0" K1NON-RATED ACCESS PANEL
1 1/2" = 1'-0" D7BULKHEAD @ CEILING TRANSITION
1/8" = 1'-0" F5OPEN END OF ACOUSTICAL CEILING
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
M0.01
LEGEND,
SYMBOLS, AND
GENERAL NOTES
NONE
K1
LEGEND, SYMBOLS, AND GENERAL NOTES
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M001.dwg, 1/25/2016 11:06:53 AM, DWG To PDF.pc3
INTERVIEW
104
EOC
102
LOBBY
101
DISPATCH/
RECEPTION
122
LOST &
FOUND
110
EVIDENCE
STORAGE
108
IT
106
RECORDS
109
MEN
114
WOMEN
116
CORPORAL
120
BREAK
ROOM
119
PARKING
OFFICER
118
RESTROOM
115
PREBOOKING
/
BOOKING
113
LIEUTENANT
121
PATROL
/
REPORT
111
RESTROOM
117
STORAGE
103
POLICE
AIDE
EQUIP
112
HALL
107
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
ELEC
105
2 2
B
B C
E
E
5.8 5.8
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
M2.01
MECHANICAL
FLOOR PLAN
1/4"=1'-0"
K1
MECHANICAL FLOOR PLAN
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M201.dwg, 1/25/2016 11:09:21 AM, DWG To PDF.pc3
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
M2.02
MECHANICAL
REFRIGERANT
PIPING PLAN
1/4"=1'-0"
K1
MECHANICAL REFRIGERANT PIPING PLAN
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M201.dwg, 1/25/2016 11:09:00 AM, DWG To PDF.pc3
M4.01
MECHANICAL
DETAILS
NONE
K1
MECHANICAL DETAILS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M401.dwg, 1/25/2016 11:09:48 AM, DWG To PDF.pc3
M4.02
MECHANICAL
DETAILS
NONE
K1
MECHANICAL DETAILS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M401.dwg, 1/25/2016 11:10:14 AM, DWG To PDF.pc3
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
P0.01
PLUMBING LEGEND,
SYMBOLS, GENERAL
NOTES, AND
SCHEDULES
NONE
K1
PLUMBING LEGEND, SYMBOLS, GENERAL NOTES, AND SCHEDULES
N
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INTERVIEW
104
EOC
102
LOBBY
101
DISPATCH/
RECEPTION
122
LOST &
FOUND
110
EVIDENCE
STORAGE
108
IT
106
RECORDS
109
MEN
114
WOMEN
116
CORPORAL
120
BREAK
ROOM
119
PARKING
OFFICER
118
RESTROOM
115
PREBOOKING
/
BOOKING
113
LIEUTENANT
121
PATROL
/
REPORT
111
RESTROOM
117
STORAGE
103
POLICE
AIDE
EQUIP
112
HALL
107
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
ELEC
105
2 2
B
B C
E
E
5.8 5.8
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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J
K
H
G
F
E
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B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
P2.01
PLUMBING
FLOOR PLAN
1/4"=1'-0"
K1
PLUMBING FLOOR PLAN
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P201.dwg, 1/25/2016 11:13:31 AM, DWG To PDF.pc3
1 1
A
A
D
D
3 3
4 4
5 5
6 6
7 7
8 8
2 2
B
B C
E
E
5.8 5.8
1/4" / 12"
1/4" / 12"
SLOPE DN 1/4" / 12" MIN
1/4" / 12" MIN
15' - 6 3/8"
14
' - 2
"
C.1
D.9
D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
6' - 10" 5' - 0"
4' - 0
"
4' - 0
"
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H I TECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
8/1
8/2
01
5 4
:2
4:0
1 P
M
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
DSA SUBMITTAL
N
P2.02
PLUMBING
ROOF PLAN
1/4"=1'-0"
K1
PLUMBING ROOF PLAN
N
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P202.dwg, 1/25/2016 11:13:51 AM, DWG To PDF.pc3
SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.
"E2.1" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
"3" DENOTES DETAIL OR PLAN NUMBER
PLAN OR DETAIL DESIGNATION
GENERAL SYMBOLS
3
E2.1
3
TYPICAL LUMINAIRE & SWITCH NOMENCLATURE
M = MOMENTARY CONTACT SWITCH
LOWER CASE LETTER = SWITCH LEG
D = DIMMER SWITCH. SEE SPECIFICATIONS
A
L1-3b
OCCUPANCY SENSOR - CEILING MOUNT WITH BI-DIRECTIONAL VIEW.
"3" DENOTES CIRCUIT NUMBER
"L1" DENOTES PANEL NAME
4 = 4 WAY SWITCH
3 = 3 WAY SWITCH
K = KEY OPERATED SWITCH
L = LOW VOLTAGE SWITCH
"b" DENOTES SWITCH LEG
"A" DENOTES LUMINAIRE TYPE
SINGLE POLE SWITCH - WALL MOUNTED AT + 48" AFF UON.
EXIT LIGHT - CEILING MOUNT DOUBLE FACED WITH DOUBLE ARROWS.
EXIT LIGHT - WALL MOUNT SINGLE FACE WITH ARROW. BUILDING STANDARD
LUMINAIRE - WALL MOUNT CAN. SEE SCHEDULE.
LUMINAIRE - SURFACE MOUNT STRIP. SEE SCHEDULE.
EXIT LIGHT - CEILING MOUNT DOUBLE FACED. BUILDING STANDARD
LUMINAIRE - RECESSED DOWNLIGHT. SEE SCHEDULE.
LUMINAIRE - WALL MOUNT LINEAR FIXTURE. SEE SCHEDULE.
LUMINAIRE - SURFACE MOUNT. SEE SCHEDULE.
LUMINAIRE & SWITCH SYMBOLS
LUMINAIRE - RECESSED. SEE SCHEDULE.
S = OCCUPANCY SENSOR SWITCH
T = DIGITAL WALL TIMER
PHOTOSENSOR - CEILING MOUNT WITH DIRECTIONAL VIEW. ARROW
OCCUPANCY SENSOR - WALL MOUNT WITH DIRECTIONAL VIEW.
TS TIME SWITCH
U = ULTRASONIC
P = PASSIVE INFRARED
DT = DUAL TECHNOLOGY
Xx
LUMINAIRE - PENDANT MOUNT LINEAR FIXTURE. SEE SCHEDULE.
LUMINAIRE - PENDANT MOUNT ROUND FIXTURE. SEE SCHEDULE.
UNSHADED SYMBOL DENOTES STANDARD LUMINAIRE.
EXIT LIGHT - WALL MOUNT SINGLE FACE. BUILDING STANDARD
BUILDING STANDARD
OCCUPANCY SENSOR - CEILING MOUNT WITH 360° VIEW.
ARROWS INDICATE AIMING DIRECTION.
ARROW INDICATES AIMING DIRECTION.
INDICATES AIMING DIRECTION.
PHOTOSENSOR - CEILING MOUNT WITH 360° VIEW.
PHOTOSENSOR - WALL MOUNT WITH DIRECTIONAL VIEW. ARROW
INDICATES AIMING DIRECTION.
SHADED SYMBOL DENOTES EMERGENCY LUMINAIRE.
"X" DENOTES SENSOR TYPE. SEE SCHEDULE. IN LIEU OF SCHEDULE:
DIGITAL ROOM CONTROLLER
DAYLIGHT CONTROL PANEL
DRC
LCD
X
P
P
P
COMBINATION RJ11/BLANK TELEPHONE OUTLET - INSTALL AT + 18"
AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.
COMBINATION RJ11/RJ45 TELEPHONE/DATA OUTLET - INSTALL AT
+ 18" AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM
UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.
COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT + 18" AFF
COMMUNICATIONS SYMBOLS
COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT +1" ABOVE
COUNTER TOP BACK SPLACH TO BOTTOM OF FACEPLATE UON.
MOTOR RATED SWITCH
FUSED DISCONNECT SWITCH
UNFUSED DISCONNECT SWITCH
MAGNETIC STARTER - NEMA SIZE INDICATED.
DISTRIBUTION PANEL
PANELBOARD - FLUSH MOUNTED.
PANELBOARD - SURFACE MOUNTED.
COMBINATION MAGNETIC STARTER/FUSED DISCONNECT SWITCH
JUNCTION BOX - CEILING OR WALL MOUNTED, SIZE TO CODE,
RECEPTACLE AS REQUIRED TO CONNECT EQUIPMENT.
TAPE AND TAG WIRES. PROVIDE FLEX AND/OR
EQUIPMENT TAG
POWER DISTRIBUTION SYMBOLS (PLANS)
FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE.
SINGLE RECEPTACLE - INSTALL AT + 18" AFF UON. DESIGNATION
GANGS. IE. SHOWN IS A FLUSH FLOOR BOX WITH DIVIDED
DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
DOUBLE DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
GFCI DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER TOP
GFCI DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER
RECEPTACLE SYMBOLS
TOP BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.
BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.
COMPARTMENTS HOUSING DUPLEX RECEPTACLE AND RJ45 DATA.
AS NOTED.
J
MOTOR
CH
2
TYPICAL CONTROLLED RECEPTACLE NOMENCLATURE
3, r1-1
TOUCHING FLOOR BOXES DENOTE A SINGLE BOX WITH MULTIPLE
EQUIPMENT WITH MOTOR
CEILING BOX WITH DUPLEX RECEPTACLE.
HALF SWITCHED RECEPTACLE - INSTALL RECEPTACLE AT + 18" AFF UON.
INSTALL SWITCH AT 48" UON.
CONDUIT - EXPOSED.
CONDUIT - DIRECT BURIAL.
CONDUIT - CONCEALED IN WALLS OR CEILING.
CONDUIT - EMERGENCY POWER SYSTEM.
CONDUIT - STUB UP.
CONDUIT - CAPPED.
CONDUIT - CONTINUATION.
CONDUIT - STUB DOWN.
WIRING & CONDUIT RUN SYMBOLS
E
SURFACE MOUNTED WIRE RACEWAY - INSTALL AT + 36" AFF UON.
SURFACE MOUNTED WIRE RACEWAY UP/DOWN
"3" DENOTES CIRCUIT
"r1" DENOTES RELAY PANEL NAME
"1" DENOTES RELAY NUMBER
PLUG LOAD CONTROLLED QUAD RECEPTACLE WITH SWITCHED DUPLEX
RECEPTACLE, REFER TO DETAILS
U DUPLEX RECEPTACLE WITH TWO USB PORTS
PLUG LOAD CONTROLLED DUPLEX RECEPTACLE, REFER TO DETAILS
A AMPERE
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
C CONDUIT
CATV CABLE TELEVISION
CBC CALIFORNIA BUILDING CODE
CEC CALIFORNIA ELECTRICAL CODE
CFC CALIFORNIA FIRE CODE
CKT CIRCUIT
CO CONDUIT ONLY
(D) DEMOLISH
DWG DRAWING
(E) EXISTING TO REMAIN
ELEC ELECTRICAL
G, GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
IDF INTERMEDIATE DISTRIBUTION FRAME
IMC INTERMEDIATE METAL CONDUIT
JB JUNCTION BOX
KAIC KILOAMPERE INTERRUPTING CAPACITY
KV KILOVOLT
KVA KILOVOLT AMPERE
KW KILOWATT
LTG LIGHTING
LV LOW VOLTAGE
KCMIL THOUSAND CIRCULAR MILS
MDF MAIN DISTRIBUTION FRAME
MPOE MAIN POINT OF ENTRY
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NTS NOT TO SCALE
PB PULL BOX
REQD REQUIRED
SHT SHEET
SWBD SWITCHBOARD
TBD TO BE DETERMINED
UON UNLESS OTHERWISE NOTED
V VOLT
W WATT, WIRE
WP WEATHERPROOF
XFMR TRANSFORMER
ABBREVIATIONS
E0.01 GENERAL INFORMATION - ELECTRICAL
E2.01 FLOOR PLAN - LIGHTING
E3.01 FLOOR PLAN - POWER & SIGNAL
E5.01 DETAILS
E6.01 SCHEDULES
DRAWING INDEX
CODES AND STANDARDS
1. 2013 CALIFORNIA BUILDING CODE (CBC),
VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).
2. 2013 CALIFORNIA ELECTRICAL CODE (PART 3,
TITLE 24, CCR).
3. 2013 CALIFORNIA MECHANICAL CODE (CMC)
(PART 4, TITLE 24, CCR).
4. 2013 CALIFORNIA PLUMBING CODE (CPC)
(PART 5, TITLE 24, CCR).
5. 2013 CALIFORNIA ENERGY CODE (PART 6,TITLE
24, CCR).
6. 2013 CALIFORNIA FIRE CODE (CFC) (PART
9,TITLE 24, CCR).
7. 2013 CALIFORNIA GREEN CODE (PART 11,
TITLE 24, CCR).
8. 2013 CALIFORNIA REFERENCED STANDARDS
CODE (PART 12, TITLE 24, CCR).
9. 2013 NFPA 72 NATIONAL FIRE ALARM CODE.
10. 2013 NFPA 13 STANDARDS FOR FIRE
SPRINKLER SYSTEMS.
11. ADA STANDARDS FOR ACCESSIBLE DESIGN:
ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,
PART 36 APPENDIX A.
12. ADA STANDARDS FOR ACCESSIBLE DESIGN -
CODE OF REGULATIONS (INCLUDING
AMENDMENTS).
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR
ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE
RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT
DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.
COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH
ALL OTHER WORK TO AVOID CONFLICTS.
B. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENTS
SHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.
C. BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION
SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL
SIGNIFICANT MILESTONES WITH COMPLETION DATES.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY AD SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,
PERSONAL, AND PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND
ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.
E. MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO
ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE
"AS-BUILT" DRAWINGS IN CAD FORMAT ACCEPTABLE TO THE ARCHITECT.
F. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.
G. PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO
RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS
EXISTING AT START OF WORK.
H. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.
EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,
CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN
INSIDE BUILDING U.O.N. UNDERGROUND AND EXTERIOR CONDUIT SHALL HAVE
WATERTIGHT FITTINGS.
I. ALL CONDUITS SHALL BE A MINIMUM 3/4" , U.O.N. POWER AND LIGHTING BRANCH CIRCUITS
SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE
THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE
OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE
SIZES REQUIRED BY LATEST CODES.
J. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL
DRAWINGS.
K. NOTE THAT BRANCH CIRCUIT WIRING IS NOT SHOWN. CIRCUIT NUMBERS ARE SHOWN
ADJACENT TO ALL OUTLETS/FIXTURES/DEVICES. PROVIDE ALL BRANCH CIRCUIT WIRING
BASED ON CIRCUIT NUMBERS SHOWN TO COMPLETE THE WIRING SYSTEM.
L. THE CONTRACTOR SHALL, PRIOR TO BID, FIELD VERIFY ALL REQUIREMENTS FOR
MODIFYING THE EXISTING, DATA, TELEPHONE, SYSTEMS TO ACCOMMODATE ADDITIONS
NOTED. PROVIDE ALL MATERIALS NEEDED TO MAKE A FULLY OPERATIONAL SYSTEM AT
THE CONCLUSION OF PROJECT WORK.
M. PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.
N. VERIFY ALL VOLTAGES OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR
PRIOR TO ROUGH-IN.
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING
UNDERGROUND SYSTEMS IN THE AREA OF UNDERGROUND WORK. REPAIR ALL DAMAGED
SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS
EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWING AND
SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT
LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL CONDITIONS.
COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO DETERMINE EXACT
ROUTING AND FINAL TERMINATIONS FOR ALL WORK.
P. SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH TITLE 24, CBC SECTION 1615A.
Q. PLANS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO
BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO
BEGINNING WORK.
R. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT
ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE
OF SUCH EQUIPMENT PER CEC ARTICLE 110-16.
S. PROVIDE DEFERRED APPROVAL AND DESIGN BUILD FOR FIRE ALARM SYSTEM. SUBMIT
COMPLETE DRAWINGS TO FIRE MARSHAL FOR APPROVAL AND ASSUME FULL
RESPONSIBILITY FOR SYSTEM, DEVICE QUANTITY AND LOCATION, WIRING,
PROGRAMMING, AND CONTROL PANELS. COORDINATE FINAL DESIGN LOCATIONS WITH
ARCHITECT PRIOR TO ROUGH IN.
T. PROVIDE COMPLETE DESIGN/BUILD FOR LOW VOLTAGE TELE/DATA SYSTEM. EXISTING
CABLING AND INFRASTRUCTURE TO BE RE-USED TO THE EXTENT POSSIBLE.
GENERAL NOTES
DT = DUAL TECHNOLOGY
PIR = PASSIVE INFARED
U = ULTRASONIC
A
A
P/D
P/D
POWER/DATA WALL OUTLET BOXES WITH FURNITURE WHIP
POWER/DATA POKE THRU FLOOR BOX WITH FURNITURE WHIP
BEFORE AN OCCUPANCY PERMIT IS GRANTED FOR A NEWLY CONSTRUCTED BUILDING
OR AREA, OR A NEW LIGHTING SYSTEM SERVING A BUILDING, AREA, OR SITE IS
OPERATED FOR NORMAL USE, ALL INDOOR AND OUTDOOR LIGHTING CONTROLS
SERVING THE BUILDING, AREA, OR SITE, SHALL BE CERTIFIED AS MEETING THE
ACCEPTANCE REQUIREMENTS FOR CODE COMPLIANCE IN ACCORDANCE WITH CEC
SECTION 130.4. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE
ENFORCEMENT AGENCY UNDER CEC SECTION 10-103(a) OF PART 1. THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING AND COMPLETION OF
REQUIRED ACCEPTANCE FORMS. IF GENERAL CONTRACTOR IS NOT LICENSED FOR
THIS WORK, GENERAL CONTRACTOR SHALL HIRE LICENSED THIRD PARTY.
LIGHTING ACCEPTANCE CERTIFICATEWAP
WIRELESS ACCESS POINT
TGB
TELECOM GROUND BUS
LADDER TRAY
BASKET TRAY
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R CH IT ECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
GENERAL INFORMATION
ELECTRICAL
E0.01
INTERVIEW
104
DISPATCH/
RECEPTION
122
LOST & FOUND
110
EVIDENCE
STORAGE
108
IT
106
RECORDS
109
MEN
114
WOMEN
116
CORPORAL
120
BREAK ROOM
119
PARKING OFFICER
118
RESTROOM
115
PREBOOKING /
BOOKING
113
LIEUTENANT
121
PATROL / REPORT
111
RESTROOM
117
POLICE AIDE
EQUIP
112
1 1
A D
3 3
4 4
5 5
6 6
7 7
8 8
9' - 0"
9' - 0"9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
EQ EQ
EQ
6'-0
"6
'-0
"
HALL
107
9' - 0"
9' - 0"
EQ EQ
EQ
EQ
9' - 0"
MOD-LINE BEAMS
2 2
B C E
5.8 5.8
OPEN TO
ABOVE
OPEN TO
ABOVE
AR
EA
R
EQ
UIR
IN
G C
OO
RD
IN
AT
IO
N W
IT
H S
IT
E B
UIL
T
C.1 D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
NOT IN SCOPE
A A
A A
A A
A A
A
A
AA
A
A
A
A
A A
A
A
A
A
A
C C
C
C
X X
X
X
DT
L1
L1
L1
L1
S
L1L1
S
L1 L1
L1
S S
L1
S
L1
DT
DT
DT
DT DT
DT
DT
DT
DT
DT
L1
A A
DT
D DD
C
D
D
A. COORDINATE EXACT LOCATION OF LUMINAIRES AND
LIGHTING CONTROL DEVICES WITH ARCHITECT PRIOR TO
COMMENCEMENT OF WORK.
B. LIGHTING CONTROL BASIS OF DESIGN IS WATTSTOPPER
DLM. PROVIDE MANUFACTURER SHOP DRAWINGS
INDICATING ALL PARTS AND PIECES FOR A COMPLETE
WORKING SYSTEM.
C. LUMINAIRES INDICATED AS EMERGENCY SHALL BE
CIRCUITED TO A CENTRAL LIGHTING INVERTER VIA UL924
EMERGENCY LIGHTING RELAY. REFER TO DETAILS FOR
ADDITIONAL INFORMATION.
D. EXIT SIGNS SHALL BE CIRCUITED TO THE CENTRAL
LIGHTING INVERTER AND UNSWITCHED.
E. CIRCUITS WITH PREFIX 'E' INDICATES CIRUIT TO CENTRAL
LIGHTING INVERTER
F. PROVIDE QUANTITY OF WATTSTOPPER DLM ROOM
CONTROLLERS AS REQUIRED TO MEET LIGHTING
CONTROL INTENT SHOWN. LOCATE ROOM CONTROLLERS
ABOVE DROP CEILING.
G. DAYLIGHT CONTROLS: PRIMARY AND SECONDARY
DAYLIT LIGHTING ZONES SHALL AUTOMATICALLY DIM
BASED ON AVAILABLE DAYLIGHT. SET POINT SHALL BE
30FC. PRIMARY AND SECONDARY ZONES SHALL BE
AUTOMATICALLY CONTROLLED SEPARATELY.
H. BRANCH CIRCUITS OVER 75'-0", PROVIDE #10 AWG
CONDUCTORS
I. TITLE 24 BRANCH CIRCUIT VOLTAGE DROP: MAXIMUM
75'-0", AT MAX LOADING OF 12A, PROVIDE #12.
GENERAL NOTES
SHEET NOTES
#
1. NOT USED
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A RC H IT ECTL I C
E NS E D
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
FLOOR PLAN -
LIGHTING
E2.01
1
FLOOR PLAN - LIGHTING
1/4" = 1'-0"
INTERVIEW
104
EOC
102
LOBBY
101
DISPATCH/
RECEPTION
122
LOST &
FOUND
110
EVIDENCE
STORAGE
108
IT
106
RECORDS
109
MEN
114
WOMEN
116
CORPORAL
120
BREAK
ROOM
119
PARKING
OFFICER
118
RESTROOM
115
PREBOOKING
/
BOOKING
113
LIEUTENANT
121
PATROL
/
REPORT
111
RESTROOM
117
STORAGE
103
POLICE
AIDE
EQUIP
112
HALL
107
1 1
A D
3 3
4 4
5 5
6 6
7 7
8 8
ELEC
105
2 2
B C E
5.8 5.8
C.1 D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
NOT IN SCOPE
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
TG
B
1
2
2
3
5
4
WP
WP
WP
WAP
WAP
6
J
7
J
8
J
8
9 9
10
A. COORDINATE EXACT LOCATIONS OF ALL
ARCHITECTURAL, MECHANICAL AND PLUMBING
EQUIPMENT WITH ARCHITECTURAL, MECHANICAL AND
PLUMBING DRAWINGS.
B. SIZE FUSES FOR ALL MECHANICAL AND PLUMBING
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
C. IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS
CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL
EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.
REFER TO ARCHITECTS PAINTING SECTION FOR
REQUIREMENTS.
D. SEE EQUIPMENT SCHEDULE ELECTRICAL REQUIREMENTS
FOR CIRCUITING OF EQUIPMENT AND REFER TO RISER
DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION
ON WIRING, LAYOUT AND CONNECTIONS. SEE
MECHANICAL AND PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
E. PROVIDE POWER 120V/24V TRANSFORMER AS REQUIRED
TO POWER VAV/BY-PASS DAMPERS, RESTROOM
PLUMBING CONTROLS, DUCT SMOKE DETECTORS,
MAGNETIC DOOR HOLDERS AND FIRE SMOKE DAMPERS
FOR MECHANICAL EQUIPMENT. SEE DIAGRAMS ON
MECHANICAL AND PLUMBING DRAWINGS FOR
CONNECTION TO MECHANICAL AND PLUMBING
EQUIPMENT. PROVIDE CIRCUIT FORM NEAREST
AVALIABLE PANEL, UNLESS OTHERWISE NOTED.
GENERAL NOTES
SHEET NOTES
#
1. PROVIDE GROUNDING BUSBAR EQUIVALENT TO
CHATTSWORTH PRODUCTS 10622-010 FOR
COMMUNICATIONS AND DATA EQUIPMENT. GROUND
WITH ONE (1) #6 AWG CABLE. GROUND BUSBAR TO
NEAREST ELECTRICAL PANELBOARD WITH ONE (1) #6
AWG CABLE.
2. PROVIDE ONE FLOOR TO CEILING, 3/4" THICK FIRE
RATED PLYWOOD BACKBOARD FOR COMMUNICATIONS
DEVICE MOUNTING.
3. ADD ALTERNATE: 6"W X 4"D BASKET TRAY FOR
ROUTING OF HORIZONTAL LOW VOLTAGE CABLING IN
LIEU OF CONDUIT HOME RUN TO TR ROOM. CABLING
BY OTHERS. ROUTE ABOVE DROP CEILING THROUGH
CORRIDOR SPACE PER DISTRICT TECHNOLOGY
STANDARDS
4. 12"W LADDER RACK
5. 2-4"C SLEEVES.
6. PROVIDE TWO L6-30R RECEPTACLES ABOVE EACH 4
POST RACK.
7. PROVIDE 120V CONNECTION FOR WALL MOUNTED
SIGNAGE.
8. FOR EWH
9. MOUNT RECEPTACLE INSIDE EACH LOCKER SPACE
10. 1-1/4"C ROUTE UP WALL CAVITY TO CEILING SPACE.
ROUTE CONDUIT ABOVE CEILING TO ELECTRICAL
ROOM.
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R CH IT ECTL I C
E N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
FLOOR PLAN -
POWER & SIGNAL
E3.01
1
FLOOR PLAN - POWER & SIGNAL
1/4" = 1'-0"
DLM OCCUPANCY
SENSOR
LMRJ SERIES PRE-TERMINATED
CABLES OR CAT5E (TYP). FREE TOPOLOGY
& SPLITTER ACCEPTABLE
SEE INSTALLATION
INSTRUCTIONS FOR
TERMINATION TYPE.
HOT BLK
NEUTRAL WHT
120
YEL
RED
RED
CONTROLLED
PLUG LOAD CONTROLLER
LMPL-201
*BREAK-OFF REMOVAL
ON HOT SIDE REQUIRED
FOR SPLIT-CIRCUIT
WIRING.
*
UNCONTROLLED
<RJ45
(TYP.)
LIGHTING
LOAD (a)
LIGHTING
LOAD (b)
HOT BLK
NEUTRAL WHT
LMRC-213
DIMMING ROOM
CONTROLLER
120/277V
(COORDINATE FINAL SWITCH
SELECTIONS WITH OWNER)
HOT BLK
NEUTRAL WHT
LMRC-213
DIMMING ROOM
CONTROLLER
0-10VDC DIMMING
BALLAST REQUIRED.
LMRJ SERIES PRE-TERMINATED
CABLES OR CAT5E. FREE TOPOLOGY
& SPLITTER ACCEPTABLE
LMLS-500 DIMMING
PHOTOSENSOR
LMLS-500 DIMMING
PHOTOSENSOR
(AS NEEDED)
DLM OCCUPANCY
SENSOR
120/277V
<RJ45
(TYP.)
LIGHTING
LOAD (a)
LIGHTING
LOAD (b)
LIGHTING
LOAD (b)
WALL MOUNT BUTTON
CONTROL AND DIMMER
SWITCH
WALL MOUNT BUTTON
CONTROL AND DIMMER
SWITCH
RED
CLASS 2 0-10 VOLT
CONTROL WIRING
0-10VDC DIMMING
DRIVER REQUIRED
"SWITCHING" LINE
WHT/BLK
WHT/YEL
120/277VAC
LMRJ CABLES
OR CAT5E.
TO DLM
DEVICES
RELAY STATUS LED
ESRU1C 120V
OR
ESRH1C 277V
YEL COMM
ORG N.O.
0-10VDC DIMMING
DRIVER REQUIRED
PUSH
TO TEST
CUT JUMPER LOOP
TO USE WITH
NORMALLY CLOSED
-TEST SWITCH
-FIRE ALARM PANEL
-SECURITY PANEL
-OTHER
ELCU-200
RE
MO
TE
AC
TIV
AT
IO
N
NO
RM
AL
PO
WE
R
EM
ER
GE
NC
Y
PO
WE
R
WHT
UNSWITCHED
120/277
BLK
NUT
HOT
VIO
GRY
EMERG LIGHTING
LOAD
EMERG POWER IN
(BLACK 12AWG)
EMERG NEUTRAL
(WHITE 18AWG)
120/277
NORMAL POWER SENSE
(BLACK 18AWG)
NORMAL SWITCHED SENSE
(RED 18AWG)
NORMAL NEUTRAL
(WHITE 18AWG)
SENSING LINE
DIMMING
LMRC-211
RM CONTROLLER
LIGHTING
LOAD (a)
EMERG POWER OUT
(RED 12AWG)
A. ALL SENSOR LOCATIONS ARE APPROXIMATE AND SHOWN FOR
DESIGN INTENT ONLY. LOCATE SENSORS PER MANUFACTURER
GUIDELINES AND INSTALLATION MANUAL. PROVIDE QUANTITIES
AND LOCATIONS AS REQUIRED FOR PROPER SENSING. FINAL
DEVICE LAYOUT SHALL BE SUBMITTTED AS A SHOP DRAWING AS
PART OF SUBMITTAL REVIEW. SHOP DRAWING APPROVAL IS
REQUIRED PRIOR TO PROCUREMENT AND ROUGH-IN.
B. LOCATE SENSOR MINIMUM 5 FEET FROM ANY AIR SUPPLY AND/OR
RETURN REGISTERS.
C. THE CONTRACTOR SHALL COMMISSION SENSITIVITY AND TIME
DELAY SETTINGS AND PROVIDE TITLE 24 COMMISIONING
DOCUMENTS.
D. THE CONSTRACTOR SHALL PROVIDE ALL REQUIRED OCCUPANCY
SENSOR POWER PACKS. PROVIDE J-BOXES WITH BLANK
FACEPLATES AT CEILING.
E. ROOM CONTROLLERS SHALL BE MOUNTED IN AN ACCESSIBLE
LOCATION, INSIDE A MULTI-GANG J-BOX WITH BLANK FACEPLATE,
CONCEALED IN CABINETRY, ABOVE DROP CEILING/CLOUD, OR AT
A NEARBY REMOTE LOCATION. COORDINATE FINAL LOCATION OF
DEVICES WITH ARCHITECT.
F. ROOM CONTROLLER QUANTITIES SHOWN ON PLANS FOR DESIGN
INTENT. PROVIDE QUANTITIES AS REQUIRED FOR A COMPLETE
SYSTEM. ONE ROOM CONTROLLER IS REQUIRED FOR EACH
LIGHTING CIRCUIT. PROVIDE ROOM CONTROLLER SERIES WITH
THE FOLLOWING THREE SWITCHING ZONES (INCLUDING MULTIPLE
DAYLIGHT SWITCHING ZONES) AND CONTINUOUS DIMMING
CAPABILITIES.
G. LMRJ SERIES PRE-TERMINATED CABLES OR CAT5E IS
ACCEPTABLE. MANUFACTURER RECOMMENDS PROVIDING LMRJ
SERIES PRE-TERMINATED CABLES FOR EASE OF INSTALLATION.
H. COORDINATE WITH MANUFACTURER SO THAT DEVICES ALLOW
FOR OPEN TOPOLOGY, AND DO NOT REQUIRE ADDITIONAL CLASS
2 0-10V CONTROL WIRING. DEVICES SHALL HAVE NETWORK
CAPABILITY FOR FUTURE USE.
I. COMPATIBILITY WITH THIRD PARTY EQUIPMENT REQUIRES
SELECT DEVICES. THIRD PARTY PROJECTION SCREENS REQUIRE
#LMDI-101 AND #LMSW-102 TO UTILIZE DLM CONTROL SWITCH.
THIRD PARTY SHADES REQUIRE #LMDI-010 AND #LMSW-102 TO
UTILIZE DLM CONTROL SWITCH. COORDINATE WITH ARCHITECT
AND OWNER FOR SUCH REQUIREMENTS ON THE PROJECT.
J. ALL PART NUMBERS SHOWN ARE BY WATTSTOPPER. SEE
MANUFACTURER'S WEBSITE FOR SUPPORT DOCUMENTATION AND
TECHNICAL SUPPORT.
K. SYSTEM SHALL HAVE NETWORK CAPABILITY FOR FUTURE
CONNECTION TO BMS AND WATTSTOPPER SYSTEMS.
WATTSTOPPER DLM NOTES
CO
NT
RO
LLE
D
CO
NT
RO
LLE
DC
ON
TR
OLLE
D
PLUG LOAD CONTROLLED
HALF SWITCHED RECEPTACLE
PLUG LOAD CONTROLLED QUAD RECEPTACLE
WITH SWITCHED DUPLEX RECEPTACLE
DETAIL NOTES
1. CONTROLLED RECEPTACLES SHALL BE MARKED WITH PERMANENT IDENTIFICATION
(COORDINATE FINAL
SWITCH SELECTIONS WITH
OWNER)
1
PLUG LOAD CONTROL DIAGRAM
NO SCALE
2
DIMMING WIRING DIAGRAM
DIGITAL LIGHTING CONTROL
NO SCALE
3
WITH EMERGENCY WIRING DIAGRAM
DIGITAL LIGHTING CONTROL DIMMING
NO SCALE
4
PLUG LOAD CONTROL
IDENTIFICATION FOR
NO SCALE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H ITECTLI
CE N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
DETAILS
E5.01
LUMINAIRE SCHEDULE
TYPE DESCRIPTION HOUSING LENS REFLECTOR DISTRIBUTION MOUNTING FINISH BALLAST
LAMP(S)
MANUFACTURERS NOTES
A
2X4 RECESSED LED DIE FORMED 20 GAUGE COLD
ROLLED STEEL WITH
INTEGRATED SEISMIC
BRACKETS.
UV STABALIZED IMPACT
RESISTANT FROSTED
VIRGIN ACRYLIC
HIGH
REFLECTANCE
MATTE WHITE
DIRECT/INDIRECT RECESSED STANDARD WHITE 0-10V STD
DRIVER.
10%-100% DIM
HIGH OUTPUT ENGINE 5585
LUMENS
FINELISTE #HPR
LED-A-2X4-DCO-HO-3500K-120V-SC-CX OR
APPROVED EQUAL
B
LINEAR PENDANT LED DIE FORMED STEEL WITH DIE
FORMED JOINER SYSTEM. PLUG
TOGEHTER WIRING STANDARD.
DIFUSE CENTER OPTIC,
73% TRANSMISSIVE, 99%
DIFFUSION
NA DIRECT/INDIRECT PENDANT STANDARD WHITE 0-10V STD
DRIVER.
10%-100% DIM
HIGH OUTPUT 2 ENGINE 3652
LUMEN PER 4 FOOT SECTION
FINELITE # S16
LED-ID-DCO-X-3E-HO-HO-3500--SC-120-FA-F
E-CX OR APPROVED EQUAL
C
RECESSED 1X4 LED DIE FORMED 20 GAUGE COLD
ROLLED STEEL WITH
INTEGRATED SEISMIC
BRACKETS.
UV STABALIZED IMPACT
RESISTANT FROSTED
VIRGIN ACRYLIC
HIGH
REFLECTANCE
MATTE WHITE
DIRECT/INDIRECT RECESSED STANDARD WHITE 0-10V STD
DRIVER.
10%-100% DIM
STD OUTPUT 3152 LUMENS FINELISTE #HPR
LED-A-1X4-DCO-SO-3500K-120V-SC-DW OR
APPROVED EQUAL
D.
EXTERIOR WALL MOUNT LED TRAPZOIDAL WEDGE LED, DIE
CAST ALUMINUM
LENSED TYPE III
DISTRIBUTION
- DIRECT WALL NATURAL ALUMINUM 0-10V STD
DRIVER.
10%-100% DIM
34 WATT, 3559 LUMEN GARDCO #101L-APD-3-NW-120-NP OR
APPROVED EQUAL
X
EXIT SIGN DIE CAST ALUMINUM WITH FIELD
SELECTABLE CHEVRONS
NA NA NA UNIVERSAL STANDARD ELECTRONIC LED LITHONIA #LRP-1-GMR-120 OR APPROVED
EQUAL
NOTES:
A. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.
B. PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED.
C. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.
D. SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.
E.PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.
F. PROVIDE COMMISSIONING OF THE LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH CALIFORNIA TITLE 24 LIGHTING COMMISSIONING REQUIREMENTS.
SWITCHBOARD DSBA
CKT VA φ LOAD DESCRIPTION NOTESVOLTAGE: 208/120 V
1A
PHASE/WIRE: 3 PH 4W BMAIN AMPS: 400 A CBUS AMPS: 400 A
2A
AIC RATING 35000 A BMOUNTING: SURFACE C
3ABC
PHASE A: 0 VA 0 A4
APHASE B: 0 VA 0 A BPHASE C: 0 VA 0 A C
5A
CONNECTED: 0 VA 0 A BDEMAND: 0 VA 0 A C
6AB
GENERAL NOTES Ca.
7A
b. Bc. C
8ABC
SCHEDULE NOTES9
A1. B2. C3.
10ABC
11ABC
12ABC
13ABC
14ABC
LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)
G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00
PANEL R1
VOLTAGE: 208/120 V PHASE A: 0 VA 0 APHASE/WIRE: 3 PH 4W PHASE B: 0 VA 0 A
MAIN AMPS: 125 A PHASE C: 0 VA 0 ABUS AMPS: 225 AAIC RATING 22000 A CONNECTED: 0 VA 0 AMOUNTING: SURFACE DEMAND: 0 VA 0 A
NOTES LOAD DESCRIPTION φ VA BKR CKT CKT BKR VA φ LOAD DESCRIPTION NOTESA 20/1 1 2 20/1 AB 20/1 3 4 20/1 BC 20/1 5 6 20/1 CA 20/1 7 8 20/1 AB 20/1 9 10 20/1 BC 20/1 11 12 20/1 CA 20/1 13 14 20/1 AB 20/1 15 16 20/1 BC 20/1 17 18 20/1 CA 20/1 19 20 20/1 AB 20/1 21 22 20/1 BC 20/1 23 24 20/1 CA 20/1 25 26 20/1 AB 20/1 27 28 20/1 BC 20/1 29 30 20/1 CA 20/1 31 32 20/1 AB 20/1 33 34 20/1 BC 20/1 35 36 20/1 CA 20/1 37 38 20/1 AB 20/1 39 40 20/1 BC 20/1 41 42 20/1 C
GENERAL NOTES SCHEDULE NOTES
a. 1.
b. 2.
c. 3.LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)
G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00
LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00
PANEL L1
VOLTAGE: 208/120 V PHASE A: 0 VA 0 APHASE/WIRE: 3 PH 4W PHASE B: 0 VA 0 A
MAIN AMPS: MLO PHASE C: 0 VA 0 ABUS AMPS: 100 AAIC RATING 22000 A CONNECTED: 0 VA 0 AMOUNTING: SURFACE DEMAND: 0 VA 0 A
NOTES LOAD DESCRIPTION φ VA BKR CKT CKT BKR VA φ LOAD DESCRIPTION NOTESA 20/1 1 2 20/1 AB 20/1 3 4 20/1 BC 20/1 5 6 20/1 CA 20/1 7 8 20/1 AB 20/1 9 10 20/1 BC 20/1 11 12 20/1 CA 20/1 13 14 20/1 AB 20/1 15 16 20/1 BC 20/1 17 18 20/1 CA 20/1 19 20 20/1 AB 20/1 21 22 20/1 BC 20/1 23 24 20/1 CA 20/1 25 26 20/1 AB 20/1 27 28 20/1 BC 20/1 29 30 20/1 CA 20/1 31 32 20/1 AB 20/1 33 34 20/1 BC 20/1 35 36 20/1 CA 20/1 37 38 20/1 AB 20/1 39 40 20/1 BC 20/1 41 42 20/1 C
GENERAL NOTES SCHEDULE NOTES
a. 1.
b. 2.
c. 3.LOADTYPE LOAD DESCRIPTION CONNECTED (kVA) SUBFED (kVA) TOTAL BY TYPE (kVA) DEMAND FACTOR (kVA) DEMAND BY TYPE (kVA)
G GENERAL 0.00 0.00 0.00 100% 0.00L LIGHTING 0.00 0.00 0.00 125% 0.00R RECEPTACLES 0.00 0.00 0.00 100%/50% 0.00K KITCHEN 0.00 0.00 0.00 100% 0.00H HEATING 0.00 0.00 0.00 100% 0.00M MOTORS 0.00 0.00 0.00 100% 0.00
LM LARGEST MOTOR 0.00 0.00 0.00 125% 0.00WH WATER HEATER 0.00 0.00 0.00 125% 0.00C CONTINUOUS 0.00 0.00 0.00 125% 0.00
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H ITECTLI
CE N S ED
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
SCHEDULES
E6.01
KV
KAIC
KILOVOLT
KILOAMPERE INTERRUPTING CAPACITY
DISTRIBUTIONDIST
COMM COMMUNICATIONS
MINIMUMMIN
MAX MAXIMUM
NOT IN ELECTRICAL CONTRACTNIEC
HEIGHTHGT
BREAKERBKR
ABOVEABV
EOL END OF LINE RESISTOR
STC SIGNAL TERMINAL CABINET
LV LOW VOLTAGE
POLYVINYL CHLORIDEPVC
AIC AMPERE INTERRUPTING CAPACITY
ELECTRICALELEC
EMERGENCYEM
TEL TELEPHONE
MDF MAIN DISTRIBUTION FRAME
IDF INTERMEDIATE DISTRIBUTION FRAME
(D) DEMOLISH
CD CANDELA
CATV CABLE TELEVISION
HORSEPOWERHP
RM ROOM
PUBLIC ADDRESSPA
POLEP
PHASEPH
NORMALLY CLOSEDNC
MECH MECHANICAL
JB JUNCTION BOX
EMT ELECTRICAL METALLIC TUBING
BLDG BUILDING
ARCH ARCHITECTURAL
AUTOMATIC TRANSFER SWITCHATS
FACP FIRE ALARM CONTROL PANEL
DWG DRAWING
AS AMPERE SWITCH
AT AMPERE TRIP
AMPERE FRAME, AMPERE FUSEAF
DISTRIBUTION PANELDP
OC ON CENTER
ABBREVIATIONS
MH MANHOLE
PNL PANEL
LTG LIGHTING
EQP EQUIPMENT
UNLESS OTHERWISE NOTED
A
AFF
C
CB
CKT
CL
CLG
CO
AMPERE
CTR
DET
DIM
(E)
FA
FIN
ABOVE FINISHED FLOOR
CONDUIT
CIRCUIT BREAKER
CIRCUIT
CENTER LINE
CEILING
CONDUIT ONLY
CENTER
DETAIL
DIMENSION
EXISTING
FIRE ALARM
FINISH
FL
(F)
G , GND
IC
IMC
KVA
KW
KCMIL
MTD
MTG
NIC
NO
NTS
FLOOR
FUTURE
GROUND
INTERCOM
INTERMEDIATE METAL CONDUIT
KILOVOLT AMPERE
KILOWATT
THOUSAND CIRCULAR MILS
MOUNTED
MOUNTING
NOT IN CONTRACT
NUMBER, NORMALLY OPEN
NOT TO SCALE
PF
PB
(R)
RSC
SHT
SW
SWBD
TC
TYP
UON
V
W
WP
XFMR
POWER FACTOR
PULL BOX
EXISTING TO BE RELOCATED
RIGID STEEL CONDUIT
SHEET
SWITCH
SWITCHBOARD
TERMINAL CABINET
TYPICAL
VOLT
WATT, WIRE
WEATHERPROOF
TRANSFORMER
REQUIRED
REQUIREMENT(S)
REQD
REQT(S)
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
CALIFORNIA STATE FIRE MARSHALLCSFM
CALIFORNIA ELECTRICAL CODE
CALIFORNIA BUILDING CODECBC
CEC
CALIFORNIA FIRE CODECFC
CALIFORNIA CODES AND STANDARDS
1. 2013 CALIFORNIA BUILDING CODE (CBC), VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).
2. 2013 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR).
3. 2013 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR).
4. 2013 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR).
5. 2013 CALIFORNIA ENERGY CODE (PART 6,TITLE 24, CCR).
6. 2013 CALIFORNIA FIRE CODE (CFC) (PART 9,TITLE 24, CCR).
7. 2013 CALIFORNIA GREEN CODE (PART 11, TITLE 24, CCR).
8. 2013 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR).
9. 2013 NFPA 72 NATIONAL FIRE ALARM CODE.
10. 2013 NFPA 13 STANDARDS FOR FIRE SPRINKLER SYSTEMS.
11. ADA STANDARDS FOR ACCESSIBLE DESIGN: ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,
PART 36 APPENDIX A.
12. ADA STANDARDS FOR ACCESSIBLE DESIGN - CODE OF REGULATIONS (INCLUDING
AMENDMENTS).
1. ACTIVATION OF ANY SYSTEM PULL STATION, SMOKE DETECTOR OR HEAT DETECTOR
FLOW SWITCH OR ANSUL UNIT SHALL CAUSE ALL SIGNAL DEVICES ON THE CAMPUS TO
ACTIVATE AND SOUND. FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INDICATE THE
SOURCE OF THE ALARM AND ALARM LIGHT(S) ON THE FIRE ALARM PANEL WILL
ILLUMINATE. ACTIVATION OF ALARM SHALL CAUSE THE DIGITAL ALARM COMMUNICATIONS
TRANSMITTER TO TRANSMIT THE ALARM TO A U.L. LISTED CENTRAL STATION.
2. ACTIVATION OF A VALVE SUPERVISORY SWITCH OR SHOULD AN OPEN GROUND OR FAULT
OCCUR IN THE WIRING, THE FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INITIATE A
TROUBLE SIGNAL AND SHALL INDICATE THE SOURCE OF THE TROUBLE.
3. ONCE THE SYSTEM IS BACK TO NORMAL, THE PANEL WILL RESOUND FOR PROPER
RESETTING.
4. WHERE REMOTE MONITORING IS NOT REQUIRED, THE FIRE ALARM PANEL SHALL BE
BACKED UP BY STANDY BATTERIES FOR 24 HOURS AND 5 MINUTES OF ALARM. WHERE
REMOTE MONITORING IS REQUIRED, THE FIRE ALARM PANEL SHALL BE BACKED UP BY
STANDBY BATTERIES FOR 60 HOURS AND 5 MINUTES OF ALARM.
5. ALARM SILENCE CAN ONLY BE PERFORMED AFTER 5 MIN. OF ALARM IN ANY CONDITION.
SEQUENCE OF OPERATION
OF FIRE ALARM SYSTEM
1. OCCUPANCY TYPE: B (EDUCATIONAL)
2. SYSTEM TYPE: CLASS B, ADDRESSABLE, AUTOMATIC
3. METHOD OF COMMUNICATION: TELEPHONE
4. SCOPE OF WORK: NEW AUTOMATIC EXTENSION OF AN EXISTING AUTOMATIC FIRE ALARM
SYSTEM TO A NEW BUILDING AT AN EXISTING SCHOOL CAMPUS.
PROJECT DESCRIPTION
GENERAL NOTES
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR
ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE
RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT
DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.
COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH
ALL OTHER WORK TO AVOID CONFLICTS.
B. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT
SHALL BE U.L. AND CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED AND LABELED FOR
THE APPLICATION.
C. BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION
SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL
SIGNIFICANT MILESTONES WITH COMPLETION DATES.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY AND SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,
PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND
ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.
E. MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO
ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE
"AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.
F. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE
INSTALLATION.
G. ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE
INSTALLATION.
H. PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO
RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS
EXISTING AT START OF WORK.
I. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL
DRAWINGS.
J. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.
EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,
CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN
INSIDE BUILDING, UNLESS OTHERWISE NOTED. UNDERGROUND AND EXTERIOR CONDUIT
SHALL HAVE WATERTIGHT FITTINGS.
K. ALL CONDUITS SHALL BE A MINIMUM 3/4," UNLESS OTHERWISE NOTED. POWER BRANCH
CIRCUITS SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE
THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE
OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE
SIZES REQUIRED BY LATEST CODES.
L. CONDUITS SHALL NOT BE USED AS A GROUND PATH. ALL CONDUITS SHALL CONTAIN A
GROUNDING CONDUCTOR, SIZED PER NEC/CEC REQUIREMENTS.
M. PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.
N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING
UNDERGROUND SYSTEMS IN THE AREA OF UNDER GROUND WORK. REPAIR ALL DAMAGED
SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS
EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWINGS AND
SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR.
EXACT LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL
CONDITIONS. COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO
DETERMINE EXACT ROUTING AND FINAL TERMINATIONS FOR ALL WORK.
O. CONDUIT AND WIRING ARE SHOWN ON THESE PLANS DIAGRAMMATICALLY. EXACT
LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT SITE CONDITIONS.
P. SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH TITLE 24, CBC SECTION 1632A.
Q. PLANS SHALL BE APPROVED BY THE "DIVISION OF THE STATE ARCHITECT" (DSA) PRIOR TO
BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO
PURCHASE.
R. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT
ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE
OF SUCH EQUIPMENT PER CEC ARTICLE 110-26.
S. ALL FIRE ALARM DEVICES SHALL BE CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED.
T. FIRE ALARM WIRING AND MATERIALS SHALL BE LISTED FOR USE AS REQUIRED BY TITLE
24/CEC, ARTICLE 760. MINIMUM WIRE SHALL BE TWO (2) #14 AWG FOR INITIATING CIRCUITS
AND TWO (2) #14 AWG FOR INDICATING CIRCUITS.
U. FIRE ALARM WIRE USED IN WET LOCATIONS SHALL BE OF AN APPROVED TYPE IN
ACCORDANCE WITH 3-310-8, T24/CEC (i.e. THHW OR EQUAL).
V. PER CEC STANDARDS ALL WIRING IS TO BE PULLED THROUGH EACH JUNCTION BOX AND
CONNECTED DIRECTLY TO EACH FIRE DEVICE. DO NOT SPLICE WIRE. THERE MUST BE AT
LEAST 6" OF LEAD WIRE FROM BOX TO THE DEVICE. ALL BOXES SIZED PER CEC.
W. PENETRATIONS OF FIRE RATED WALLS SHALL BE PROTECTED IN ACCORDANCE WITH
CALIFORNIA BUILDING CODE, CHAPTER 7, TITLE 24. PROVIDE DETAILS OF FIRE- STOP
SYSTEMS FOR ALL PIPE/CABLE/CONDUIT PASSING THROUGH FIRE RATED WALLS/FLOORS
REQUIRING PROTECTED OPENINGS.
X. VISUAL FIRE ALARM DEVICES SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN 15
CANDELAS. NO PLACE IN ANY ROOM SHALL BE MORE THAN 50 FEET FROM A DEVICE.
DEVICES WITHIN 55' OF EACH OTHER SHALL BE SYNCHRONIZED.
Y. ALL FIRE ALARM DEVICE CONNECTIONS TO THE LIGHT AND POWER SERVICE SHALL BE ON
A DEDICATED BRANCH CIRCUIT(S). THE CIRCUIT(S) AND CONNECTIONS SHALL BE
MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED
MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE
IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT
DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM
CONTROL UNIT. (2010 NFPA 72 SECTION 10.5.5.1)
AA. THE CONTRACTOR SHALL ADJUST ALL DEVICES TO MAXIMUM PERFORMANCE AND TO
MINIMIZE FALSE ALARMS.
AB. PROVIDE TEMPORAL-THREE DISTINCTIVE FIRE ALARM SOUND. (NFPA 72 SECTION 6.8.6.5.1)
AC. AUDIBLE FIRE ALARM SOUND LEVEL SHALL BE AT LEAST 15 dBA ABOVE THE AVERAGE
AMBIENT SOUND LEVEL IN ALL OCCUPIABLE AREAS. (2010 NFPA 72 SECTION 18.4.3.1) (I.E.
CLASSROOM AVERAGE AMBIENT ROOM NOISE IS 45 dBA PLUS 15 dBA EQUALS 60 dBA
MINIMUM ALARM TONE REQUIRED). SOUND TO BE MAINTAINED FOR A MINIMUM DURATION
OF 60 SECONDS.
AD. STROBES SHALL FLASH AT A RATE OF NOT EXCEEDING TWO FLASHES PER SECOND NOR
BE LESS THAN ONE FLASH EVERY SECOND. (2010 NFPA 72 SECTION 18.5.2.1)
SYSTEM SENSOR 2251B(W/ BASE B210LP)
7272-1653:0123 (7300-1653:0109)
HEAT DETECTOR - ABOVE CEILING
SYSTEM SENSOR 5251H (W/ BASE B210LP)
7270-1653:0137 (7300-1653:0109)
CONDUIT - EXPOSED.
CONDUIT - DIRECT BURIAL.
CONDUIT - CONCEALED IN WALLS OR CEILING.
COOPER WHEELCOK EXCEDER ST SERIES
STROBE
CONDUIT - FLEX WITH CONNECTION.
CONDUIT - EMERGENCY POWER SYSTEM.
CONDUIT - STUB UP.
CONDUIT - CAPPED.
CONDUIT - CONTINUATION.
CONDUIT - STUB DOWN.
7125-0785:0168
COOPER WHEELOCK EXCEDER HS SERIES
7125-0785:0131
COOPER WHEELOCK AH-24WP
HORN/STROBE
HORN - WEATHER PROOF, VANDAL RESISTANT
7125-0785:0168
SMOKE DETECTOR
WIRING & CONDUIT RUN SYMBOLS
FIRE ALARM SYMBOLS
H
C
S
CSFM:
MODEL:
CSFM:
MODEL:
F
F
F
WP
CSFM:
MODEL:
CSFM:
MODEL:
MODEL:
CSFM:
E
SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.
"E1.0" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
"2" DENOTES SECTION OR ELEVATION NUMBER
SECTION OR ELEVATION DESIGNATION
"E2.1" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
"3" DENOTES DETAIL OR PLAN NUMBER
2
E1.0
SYMBOL LIST
FEEDER, CONDUIT OR RELAY SCHEDULE TAG
PLAN OR DETAIL DESIGNATION
F
F
F
(E) MANUAL PULL STATION - TO BE REMOVED.
(N) MANUAL PULL STATION
(E) MANUAL PULL STATION
TYPICAL ZONE NOMENCLATURE
NEW VS. EXISTING
FACP
H
D1-5
EOL
F
75 N2-4
(E) FIRE ALARM CONTROL PANEL
"75" DENOTES CANDELA RATING OF STROBE
(N) CONDUIT - CONCEALED IN WALLS OR CEILING.
(E) CONDUIT - CONCEALED IN WALLS OR CEILING.
"D1" DENOTES DETECTION ZONE
"5" DENOTES DEVICE NUMBER
(E) CONDUIT - TO BE REMOVED.
"4" DENOTES DEVICE NUMBER
"N2" DENOTES NOTIFICATION CIRCUIT
END OF LINE RESISTOR
7165-0476:114
HARRINGTON HS-3400MODEL:
CSFM:
GENERAL SYMBOLS
MAXIMUM OF 3 BRANCH CIRCUITS PER CONDUIT.
WIRES WITH #12 AWG NEUTRALS AND GROUNDS. RUN A
CODES. ALL 20A, 1P BRANCH CIRCUITS SHALL BE #12 AWG
SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE
CONDUIT - HOME RUN TO PANEL, TERMINAL CABINET, ETC.
3
E2.1
11
3
MODEL:
CSFM:
MODEL:
CSFM:
ADDRESSABLE MODULE
RELAY MODULERM
AM
SYSTEM SENSOR M500M
7300-1653:0103
SYSTEM SENSOR M500R
7300-1653:0103
(E)
GENERAL NOTES CONT'D
AE. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHOULD HAVE A
SOUND LEVEL OF NOT LESS THAN 75 dBA AT 10 FEET OR MORE THAN 110 dBA AT THE
MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. (2010 NFPA 72
SECTION18.4)
AF. SMOKE DETECTORS SHALL NOT BE ANY CLOSER THAN 1' FROM FIRE SPRINKLERS OR 3'
FROM ANY SUPPLY DIFFUSER. IN AREA OF CONSTRUCTION OR POSSIBLE
DAMAGE/CONTAMINATION ON NEWLY INSTALLED FIRE ALARM DEVICES SHALL BE
COVERED UNTIL THAT AREA IS READY TO BE TURNED OVER TO THE OWNER.
AG. THE INSTALLING CONTRACTOR SHALL PROVIDE SYSTEM PROGRAMMING FOR
SUPERVISORY MONITORING PER CBC SECTION 901.6.2.
AH. DSA, ARCHITECT AND ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO
THE FINAL INSPECTION AND/OR TESTING.
AI. FINAL FIRE ALARM TEST SHALL BE MADE WITH THE DSA INSPECTOR OF RECORD (IOR).
LOCAL FIRE AUTHORITY SHALL BE NOTIFIED OF DATE AND TIME OF FINAL FIRE ALARM
TESTING AND SHALL ASSIST/WITNESS SUCH TESTING AT THEIR DISCRETION.
AJ. SUPERVISORY MONITORING SHALL BE TESTED AND VERIFIED AS SENDING CORRECT
SIGNALS IN CONJUNCTION WITH FINAL ACCEPTANCE TEST.
AK. FIRE ALARM CONTRACTOR SHALL PROVIDE A "RECORD OF COMPLETION" TO THE OWNER,
ARCHITECT AND INSPECTOR OF RECORD (IOR)/DSA AFTER COMPLETION OF OPERATIONAL
ACCEPTANCE TESTS. (2013 NFPA 72 SECTION 10.18.2.1.2.4)
AL. OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING A FIRE ALARM MONITORING
CONTRACT OR PROVISIONS. THE SUPERVISORY STATION SHALL BE LISTED AS EITHER
UUFX OR UUJS BY UNDERWRITERS LABORATORIES OR SHALL MEET THE REQUIREMENTS
OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 3011.
F0.01 GENERAL INFORMATION - FIRE ALARM
F2.01 FLOOR PLAN - FIRE ALARM
DRAWING INDEX
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A RC H IT ECTL I C
E NS E D
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
GENERAL INFORMATION
FIRE ALARM
F0.01
INTERVIEW
104
EOC
102
LOBBY
101
DISPATCH/
RECEPTION
122
LOST &
FOUND
110
EVIDENCE
STORAGE
108
IT
106
RECORDS
109
MEN
114
WOMEN
116
CORPORAL
120
BREAK
ROOM
119
PARKING
OFFICER
118
RESTROOM
115
PREBOOKING
/
BOOKING
113
LIEUTENANT
121
PATROL
/
REPORT
111
RESTROOM
117
STORAGE
103
POLICE
AIDE
EQUIP
112
HALL
107
1 1
A D
3 3
4 4
5 5
6 6
7 7
8 8
ELEC
105
2 2
B C E
5.8 5.8
AR
EA
R
EQ
UIR
IN
G C
OO
RD
IN
AT
IO
N W
IT
H S
IT
E B
UIL
T
C.1 D.9
1.1 1.1
3.8 3.8
5.6 5.6
3.4 3.4
CANOPY ABOVE, TYP
NOT IN SCOPE
S
S
S
H
C
S H
C
H
C
H
C
S H
C
S H
C
S H
C
S H
C
S H
C
S H
C
S H
C
S H
C S H
C
S H
C
S
F
F
F
F F
F
F
F
F
F
F
F
F
F
S H
C
SS
S
F
FIRE ALARM DEVICES ARE OUTSIDE THE SCOPE OF THE MODULAR MANUFACTURER.
DEVICES SHOWN ARE FOR REFERENCE ONLY. MODULAR MANUFACTURER SHALL
PROVIDE PATHWAYS AND BOXES FOR DEVICES TO BE PROVIDED BY OTHERS.
FIRE ALARM SCOPE
1. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY SIDE
DUCT OF MECHANICAL EQUIPMENT. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS. PROVIDE
ACCESS DOORS WHERE REQUIRED TO ALLOW ACCESS
TO DUCT SMOKE DETECTOR FOR MAINTENANCE. SEE
MECHANICAL DRAWINGS FOR CONNECTIONS TO
MECHANICAL EQUIPMENT.
A. CONNECT REMOTE NOTIFICATION POWER SUPPLIES TO
FIRE ALARM CONTROL PANEL WITH TWO (2) #14 AWG,
UNLESS OTHERWISE NOTED.
B. ALL DETECTION CIRCUITS SHALL USE TWO (2) #16AWG,
UNLESS OTHERWISE NOTED.
C. SEE VOLTAGE DROP CALCULATIONS FOR NOTIFICATION
CIRCUIT CABLE QUANTITY AND SIZE.
D. IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS
CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL
EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.
REFER TO ARCHITECTS PAINTING SECTION FOR
REQUIREMENTS.
E. ALL INTERIOR FIRE ALARM CONDUIT SHALL BE 3/4",
UNLESS OTHERWISE NOTED.
F. SEE DETAILS FOR MOUNTING REQUIREMENTS OF FIRE
ALARM DEVICES.
G. THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0"
OF FIRE RATED OR AREA SEPARATION WALLS. VERIFY
EXACT LOCATIONS OF THESE WALLS WITH
ARCHITECTURAL DRAWINGS.
H. MAINTAIN ALL SPACING AND PENETRATION
REQUIREMENTS THROUGH FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF
THESE WALLS WITH ARCHITECTURAL DRAWINGS.
I. CONNECT ALL DUCT SMOKE DETECTORS, MAGNETIC
DOOR HOLDERS, ROLLING SMOKE DOORS AND FIRE
SMOKE DAMPERS TO FACP. PROVIDE POWER SUPPLY
AND 120V/24V TRANSFORMERS AS REQUIRED. SEE
WIRING DIAGRAM.
J. PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW
ACCESS TO ABOVE CEILING HEAT DETECTORS FOR
MAINTENANCE.
K. HEAT DETECTORS MOUNTED BELOW CEILING SHALL BE
135°F COMBINATION FIXED TEMPERATURE RATE OF RISE,
UNLESS OTHERWISE NOTED. HEAT DETECTORS
MOUNTED ABOVE CEILING SHALL BE HIGH FIXED
TEMPURATURE, UNLESS OTHERWISE NOTED.
GENERAL NOTES
#
SHEET NOTES
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
AC FLS SS
DATE
RENEWALDATE
A R C H ITECTLI
CE NS E D
CALI FORNI A
STATE OF
C-31285
5-31-2015
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
08.24.2015
985-0007
MODULAR BID
PACKAGE
FLOOR PLAN -
FIRE ALARM
F2.01
1
FLOOR PLAN - FIRE ALARM
1/4" = 1'-0"